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Home My Public Portal AboutAppendix F - Future Conditions Analysis - AODA Appendix F: Future Conditions Analysis ✓ VI SSSSS U U A L ✓ V I SS U U AA L ✓ V I SS U U AAAAA L ✓ V I SS U U A A L W I SSSSS UUUUU A A LLLLL (v 6.2.2008) 000 TTTTT TTTTT H H Y Y M M 000 TM O 0 T T H H Y Y MM MM 0 0 O 0 T T H H Y M M O 0 000 T T H H Y M M 000 Developed and Distributed by Smart City Water Inc Copyright 2007 - 2021 smart city water Inc All rights reserved. ***** DETAILED OUTPUT***** Input filename: C:\Program Files (x86)\Visual OTTHYMO 6.2\V02\voin.dat output filename: C:\Users\jmacdonald\AppData\Local\Civics\VHS\db9a2f92- ba63-4ad9-8bdd-0915266138eb\b7e13f96-369a-4a9d-8e31-58429850d97a\s Summary filename: C:\Users\jmacdonald\AppData\Local\Civica\VH5\db9a2f92- ba63-4ad9-8bdd-0915266138eb\b7e13f96-369a-4a9d-8e31-58429850d97a\s DATE: 06-03-2022 TIME: 10:22:25 USER: COMMENTS: ** SIMULATION : 17.6 MTO SCS 24hr 100yr - CC ** ************************************************ READ STORM 1 II Ptota1=127.20 mm 1 TIME hrs 0.00 0.08 0.17 0.25 0.33 0.42 0.50 0.58 0.67 0.75 0.83 0.92 Filename: C:\Users\jmacdonald\AppD ata\Local\Temp\ cba8d8b2-0a65-418c-8604-9171935b60d0\5f941da3 Comments: 100yr 24hr 5min SCS RAIN mm/hr 0.00 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 TIME RAIN hrs mm/hr 6.08 2.29 6.17 2.29 6.25 2.29 6.33 2.29 6.42 2.29 6.50 2.29 6.58 2.29 6.67 2.29 6.75 2.29 6.83 2.29 6.92 2.29 7.00 2.29 ' TIME RAIN 1 TIME RAIN ' hrs mm/hr 1 hrs mm/hr 12.17 18.32 1 18.25 2.29 12.25 18.32 1 18.33 2.29 12.33 18.32 1 18.42 2.29 12.42 18.32 1 18.50 2.29 12.50 18.32 18.58 2.29 12.58 9.41 18.67 2.29 12.67 9.41 1 18.75 2.29 12.75 9.41 1 18.83 2.29 12.83 9.41 1 18.92 2.29 12.92 9.41 19.00 2.29 13.00 9.41 19.08 2.29 13.08 6.87 1 19.17 2.29 CALIB 1 NASHYD ( 6131)1 Area (ha)= 47.84 Curve Number (CN)= 55.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.37 # of Linear Res.(N)= 3.00 U.H. Tp(hrs) 0.74 Unit Hyd Qpeak (cms)= 2.476 PEAK FLOW (cms)= 2.062 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 43.824 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.345 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 6126) Area (ha)= 4.85 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 5.27 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.11 Unit Hyd Qpeak (cms)= 1.104 PEAK FLOW (cms)= 1.226 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 83.507 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.657 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 6125) Area (ha)= 10.13 curve Number (cN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)= 6.20 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.17 Unit Hyd Qpeak (cms)= 1.502 PEAK FLOW (cms)= 1.866 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 83.037 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.653 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 6124) Area (ha)= 19.99 curve Number (cN)= 82.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.96 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.20 Unit Hyd Qpeak (cms)= 2.648 PEAK FLOW (cms)= 3.349 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 80.921 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.636 1.00 1.40 7.08 2.80 13.17 6.87 19.25 2.29 1.08 1.40 7.17 2.80 13.25 6.87 19.33 2.29 1.17 1.40 7.25 2.80 13.33 6.87 19.42 2.29 1.25 1.40 7.33 2.80 13.42 6.87 19.50 2.29 1.33 1.40 7.42 2.80 13.50 6.87 19.58 2.29 1.42 1.40 7.50 2.80 13.58 5.34 19.67 2.29 1.50 1.40 7.58 2.80 13.67 5.34 19.75 2.29 1.58 1.40 7.67 2.80 13.75 5.34 19.83 2.29 1.67 1.40 7.75 2.80 13.83 5.34 19.92 2.29 1.75 1.40 7.83 2.80 13.92 5.34 20.00 2.29 1.83 1.40 7.92 2.80 14.00 5.34 20.08 1.53 1.92 1.40 8.00 2.80 14.08 3.82 20.17 1.53 2.00 1.40 8.08 3.31 14.17 3.82 20.25 1.53 2.08 1.65 8.17 3.31 14.25 3.82 20.33 1.53 2.17 1.65 8.25 3.31 14.33 3.82 20.42 1.53 2.25 1.65 8.33 3.31 14.42 3.82 20.50 1.53 2.33 1.65 8.42 3.31 14.50 3.82 20.58 1.53 2.42 1.65 8.50 3.31 14.58 3.82 20.67 1.53 2.50 1.65 8.58 3.56 14.67 3,82 20.75 1.53 2.58 1.65 8.67 3.56 14.75 3,82 20.83 1.53 2.67 1.65 8.75 3.56 14.83 3.82 20.92 1.53 2.75 1.65 8.83 3.56 14.92 3.82 21.00 1.53 2.83 1.65 8.92 3.56 15.00 3.82 21.08 1.53 2.92 1.65 9.00 3.56 15.08 3.82 21.17 1.53 3.00 1.65 9.08 4.07 15.17 3.82 21.25 1.53 3.08 1.65 9.17 4.07 15.25 3.82 21.33 1.53 3.17 1.65 9.25 4.07 15.33 3.82 21.42 1.53 3.25 1.65 9.33 4.07 15.42 3.82 21.50 1.53 3.33 1.65 9.42 4.07 15.50 3.82 21.58 1.53 3.42 1.65 9.50 4.07 15.58 3.82 21.67 1.53 3.50 1.65 9.58 4.58 15.67 3.82 21.75 1.53 3.58 1.65 9.67 4.58 15.75 3.82 21.83 1.53 3.67 1.65 9.75 4.58 15.83 3.82 21.92 1.53 3.75 1.65 9.83 4.58 15.92 3.82 22.00 1.53 3.83 1.65 9.92 4.58 16.00 3.82 22.08 1.53 3.92 1.65 10.00 4.58 16.08 2.29 22.17 1.53 4.00 1.65 10.08 5.85 16.17 2.29 22.25 1.53 4.08 2.04 10.17 5.85 16.25 2.29 22.33 1.53 4.17 2.04 10.25 5.85 16.33 2.29 22.42 1.53 4.25 2.04 10.33 5.85 16.42 2.29 22.50 1.53 4.33 2.04 10.42 5.85 16.50 2.29 22.58 1.53 4.42 2.04 10.50 5.85 16.58 2.29 22.67 1.53 4.50 2.04 10.58 7.89 16.67 2.29 22.75 1.53 4.58 2.04 10.67 7.89 16.75 2.29 22.83 1.53 4.67 2.04 10.75 7.89 16.83 2.29 22.92 1.53 4.75 2.04 10.83 7.89 16.92 2.29 23.00 1.53 4.83 2.04 10.92 7.89 17.00 2.29 23.08 1.53 4.92 2.04 11.00 7.89 17.08 2.29 23.17 1.53 5.00 2.04 11.08 12.21 17.17 2.29 23.25 1.53 5.08 2.04 11.17 12.21 17.25 2.29 23.33 1.53 5.17 2.04 11.25 12.21 17.33 2.29 23.42 1.53 5.25 2.04 11.33 12.21 17.42 2.29 23.50 1.53 5.33 2.04 11.42 12.21 17.50 2.29 23.58 1.53 5.42 2.04 11.50 12.21 17.58 2.29 23.67 1.53 5.50 2.04 11.58 37.65 17.67 2.29 23.75 1.53 5.58 2.04 11.67 37.65 17.75 2.29 23.83 1.53 5.67 2.04 11.75 37.65 17.83 2.29 23.92 1.53 5.75 2.04 11.83 155.69 17.92 2.29 24.00 1.53 5.83 2.04 11.92 155.69 18.00 2.29 5.92 2.04 12.00 155.69 18.08 2.29 6.00 2.04 12.08 18.32 1 18.17 2.29 1 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTEPIPE( 6604)1 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)=1200.00 Length (m)= 105.25 Slope (m/m)= 0.005 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1624.54 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 3.35 (cms) TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.09 .440E+01 0.0 0.43 4.08 0.17 .122E+02 0.1 0.67 2.62 0.26 .221E+02 0.2 0.86 2.03 0.34 .334E+02 0.3 1.03 1.71 0.43 .458E+02 0.5 1.17 1.50 0.51 .591E+02 0.7 1.29 1.36 0.60 .730E+02 1.0 1.40 1.25 0.68 .872E+02 1.2 1.50 1.17 0.77 .102E+03 1.5 1.58 1.11 0.86 .116E+03 1.8 1.65 1.06 0.94 .131E+03 2.1 1.71 1.02 1.03 .145E+03 2.4 1.76 1.00 1.11 .159E+03 2.7 1.80 0.97 1.20 .172E+03 3.0 1.83 0.96 1.28 .185E+03 3.2 1.84 0.95 1.37 .196E+03 3.4 1.84 0.95 1.45 .206E+03 3.6 1.82 0.96 1.54 .214E+03 3.6 1.77 0.99 1.62 .218E+03 3.4 1.62 1.08 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6124) 19.99 3.35 12.17 80.92 1.33 1.84 OUTFLOW: ID= 1 ( 6604) 19.99 3.39 12.17 80.92 1.35 1.84 1 ADD HYD ( 6915)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6125): 10.13 1.866 12.08 83.04 + ID2= 2 ( 6126): 4.85 1.226 12.08 83.51 ID = 3 ( 6915): 14.97 3.092 12.08 83.19 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6915)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 6915): 14.97 3.092 12.08 83.19 + ID2= 2 ( 6604): 19.99 3.390 12.17 80.92 ID = 1 ( 6915): 34.97 6.263 12.17 81.89 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 11 ADD HYD ( 6914) D + 2 1 ROUTEPIPE( 6603)1 PIPE Number = 1.00 IN= 2---> OUT= 1 II Diameter (mm)=1200.00 DT= 5.0 min Length (m)= 112.50 Slope (m/m)= 0.006 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1985.23 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 6.26 (cms) DEPTH 0.m) (cu.m.) 10 .702E+01 0.21 .195E+02 0.31 .353E+02 0.42 .534E+02 0.52 .732E+02 0.63 .943E+02 0.73 .116E+03 0.84 .139E+03 0.94 .162E+03 1.04 .186E+03 1.15 .209E+03 1.25 .232E+03 1.36 .254E+03 1.46 .275E+03 1.57 .295E+03 1.67 .313E+03 1.78 .329E+03 1.88 .341E+03 1.99 .348E+03 TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY TRAV.TIME (0.cros0) 0.54 3.49 (m/s) min 0.1 0.84 2.23 0.3 1.08 1.74 0.6 1.28 1.46 1.0 1.46 1.28 1.4 1.62 1.16 1.8 1.75 1.07 2.3 1.87 1.00 2.9 1.98 0.95 3.4 2.07 0.91 4.0 2.14 0.87 4.5 2.21 0.85 5.1 2.26 0.83 5.6 2.29 0.82 6.0 2.31 0.81 6.4 2.31 0.81 6.7 2.28 0.82 6.7 2.22 0.84 6.3 2.02 0.93 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6915) 34.97 6.26 12.17 81.89 1.63 2.31 OUTFLOW: ID= 1 ( 6603) 34.97 6.35 12.17 81.89 1.65 2.31 CALIB NASHYD ( 6127) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.681 15.86 curve Number (cN)= 83.0 6.77 # of Linear Res.(N)= 2.00 0.25 PEAK FLOW (cms)= 2.323 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 83.294 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.655 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. Length Mannings n (m)= Max.Eff.Inten.(mm/hr)= over (min) storage coeff. (min) - Unit Hyd. Tpeak (min) - unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 190.78 40.00 0.013 0.250 155.69 155.13 2.955 (ii) 10.008.87 (ii) 5.00 10.00 0.28 0.12 0.82 1.00 12.08 12.08 125.20 91.85 127.20 127.20 0.98 0.72 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.815 (iii) 12.08 103.44 127.20 0.81 1 ADD HYD ( 6913)1 1 + 2 = 3 1 ID1= 1 ( 6120): + ID2= 2 ( 6602): AREA (ha) 5.46 50.83 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.815 12.08 103.44 8.700 12.17 82.33 ID = 3 ( 6913): 56.29 9.865 12.17 84.38 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 6601)1 IN= 2---> OUT= 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)=1650.00 Length (m)= 63.16 Slope (m/m)= 0.018 Manning n = 0.013 < TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.09 .272E+01 0.1 1.52 0.69 0.17 .758E+01 0.3 2.36 0.45 0.26 .137E+02 0.7 3.04 0.35 0.35 .207E+02 1.2 3.62 0.29 0.43 .284E+02 1.8 4.12 0.26 0.52 .366E+02 2.6 4.55 0.23 0.61 .452E+02 3.5 4.94 0.21 0.69 .540E+02 4.5 5.28 0.20 0.78 .630E+02 5.6 5.57 0.19 0.87 .721E+02 6.6 5.83 0.18 0.96 .810E+02 7.8 6.04 0.17 1.04 .899E+02 8.9 6.22 0.17 1.13 .985E+02 9.9 6.36 0.17 1.22 .107E+03 10.9 6.45 0.16 1.30 .114E+03 11.8 6.50 0.16 1.39 .121E+03 12.5 6.50 0.16 1.48 .127E+03 13.0 6.43 0.16 1.56 .132E+03 13.1 6.26 0.17 ID1= 1 ( 6127): + 1D2= 2 ( 6603): AREA (ha) 15.86 34.97 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.323 12.17 83.29 6.353 12.17 81.89 ID = 3 ( 6914): 50.83 8.676 12.17 82.33 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 6602)1 PIPE Number = 1.00 IN= 2---> OUT= 1 DT= 5.0 min II Diameter (mm)=1500.00 Length (m)= 465.54 Slope (m/m)= 0.012 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1565.31 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 8.68 (cms) < TRAVEL TIME TABLE DEPTH (m) 0.08 0.16 0.25 0.33 0.41 0.49 0.58 0.66 0.74 0.82 0.91 0.99 1.07 1.15 1.24 1.32 1.40 1.48 1.57 VOLUME FLOW RATE VELOCITY (cu.m.) (cms) (m/s) .181E+02 0.0 1.20 .503E+02 0.2 1.87 2.41 2.86 3.25 3.60 3.91 4.17 4.41 4.61 4.78 4.92 5.03 5.10 5.14 5.14 5.08 1.53 4.95 1.57 4.51 1.72 .908E+02 .137E+03 .188E+03 .243E+03 .300E+03 .358E+03 .418E+03 .478E+03 .538E+03 .596E+03 .653E+03 .708E+03 .759E+03 .805E+03 .846E+03 .878E+03 .896E+03 INFLOW : ID= 2 ( 6914) OUTFLOW: ID= 1 ( 6602) 0.5 0.8 1.3 1.9 2.5 3.2 4.0 4.7 5.5 6.3 7.1 7.8 8.4 8.9 9.2 9.3 8.7 (mm)FOR FREE FLOW. TRAV.TIME min 6.48 4.15 3.22 2.71 2.38 2.15 1.99 1.86 1.76 1.68 1.62 1.58 1.54 1.52 1.51 1.51 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (mis) 50.83 8.68 12.17 82.33 1.28 5.14 50.83 8.70 12.17 82.33 1.29 5.14 CALIB STANDHYD ( 6120) 1ID= 1 DT= 5.0 min Surface Area Dep. Storage Average slope Area (ha)= 5.46 Total Imp(%)= 44.19 IMPERVIOUS (ha)= 2.41 (mm)= 2.00 (9�= 1.25 Dir. Conn.(%)= 34.74 PERVIOUS (l) 3.05 5.15 2.00 1.65 .135E+03 INFLOW ID= 2 ( OUTFLOW: ID= 1 ( 12.2 5.71 0.18 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 6913) 56.29 9.87 12.17 84.38 1.13 6.35 6601) 56.29 9.93 12.17 84.38 1.13 6.36 CALIB NASHYD ( 6116) Area (ha)= 11D= 1 DT= 5.0 min Ia (MM)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.419 PEAK FLOW (cms)= 0.631 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 85.776 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.674 4.94 curve Number (cN)= 83.0 4.92 # of Linear Res.(N)= 3.00 0.45 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 6129) 1ID- 1 DT= 5.0 min Area (ha)- Ia (mm)- U.H. Tp(hrs)= 13.79 curve Number (cN)= 83.0 6.46 # of Linear Res.(N)= 2.00 0.24 unit Hyd Qpeak (cms)= 1.510 PEAK FLOW (cms)= 2.078 (l) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 83.517 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.657 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 1 STANDHYD ( 6130) Area (ha)= 1.19 11D= 1 DT= 5.0 min Total Imp(%)= 38.60 Dir. Conn.(%!= 25.40 surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW TIME TO PEAK (cms)= (hrs)= IMPERVIOUS 0.46 2.00 2.00 88.88 0.013 155.69 5.00 1.62 5.00 0.32 0.13 12.08 PERVIOUS 0.73 5.00 2.00 40.00 0.250 (i) 162.61 10.00 (ii) 7.43 (ii) 10.00 0.13 0.27 12.08 *TOTALS* 0.397 (iii) 12.08 RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 125.20 127.20 0.98 93.00 127.20 0.73 101.17 127.20 0.80 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE( 6608)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 375.00 DT= 5.0 min 1 Length (m)= 45.37 Slope (m/m)= 0.018 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 397.03 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.40 (cms) < TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.02 .113E+00 0.0 0.85 0.04 .315E+00 0.0 1.33 0.06 .569E+00 1.71 0.08 .861E+00 2.03 0.10 .118E+01 2.31 0.13 .152E+01 2.56 0.15 .188E+01 2.77 0.17 .225E+01 2.96 0.19 .262E+01 3.13 0.21 .300E+01 3.27 0.23 .337E+01 3.39 0.25 .374E+01 3.49 0.27 .410E+01 3.57 0.29 .444E+01 3.62 0.31 .476E+01 3.65 0.33 .505E+01 3.65 0.36 .530E+01 0.38 .550E+01 0.40 .562E+01 INFLOW : ID= 2 ( 6130) OUTFLOW: ID= 1 ( 6608) 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 > TRAV. TIME min 0.89 0.57 0.44 0.37 0.33 0.30 0.27 0.26 0.24 0.23 0.22 0.22 0.21 0.21 0.21 0.21 3.61 0.21 3.52 0.22 3.21 0.24 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 1.19 0.40 12.08 101.17 0.33 3.65 1.19 0.39 12.08 101.17 0.32 3.65 1 ADD HYD ( 6918)1 1 + 2 = 3 1 ID1= 1 ( 6129): + ID2= 2 ( 6608): AREA (ha) 13.79 1.19 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.078 12.17 83.52 0.390 12.08 101.17 ID = 3 ( 6918): 14.98 2.356 12.17 84.91 TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 12.08 125.20 127.20 0.98 12.08 103.21 127.20 0.81 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 12.08 110.22 127.20 0.87 CALIB STANDHYD ( 6128) Area (ha)= 8.37 ID= 1 DT= 5.0 min 1 Total Imp(%)= 68.90 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = Dir. Conn.(%)= 53.80 IMPERVIOUS PERVIOUS (i) 5.77 2.60 2.00 5.00 1.00 2.00 236.27 40.00 0.013 0.250 155.69 5.00 3.58 5.00 0.26 1.93 12.08 125.20 127.20 0.98 204.12 10.00 (ii) 8.33 (ii) 10.00 0.13 1.16 12.08 96.53 127.20 0.76 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.083 (iii) 12.08 111.95 127.20 0.88 CALIB STANDHYD ( 6123) Area ID= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (0= (ha )= 3.13 Imp( %)= 35.63 Dir. Conn.(%)= 19.92 IMPERVIOUS PERVIOUS (i) 1.11 2.01 2.00 6.38 1.00 2.00 144.37 40.00 0.013 0.250 ROUTEPIPE( 6607)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 750.00 Length (m)= 418.31 Slope (m/m)= 0.012 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 960.04 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.36 (cms) TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.05 .611E+01 0.0 0.86 0.10 .170E+02 0.1 1.35 0.15 .307E+02 0.1 1.74 0.20 .464E+02 0.2 2.06 0.25 .636E+02 0.4 2.35 0.30 .820E+02 0.5 2.60 0.35 .101E+03 0.7 2.82 0.40 .121E+03 0.9 3.01 0.45 .141E+03 1.1 3.18 0.51 .162E+03 1.3 3.33 0.56 .182E+03 1.5 3.45 0.61 .202E+03 1.7 3.55 0.66 .221E+03 1.9 3.63 0.71 .239E+03 2.1 3.68 0.76 .256E+03 2.3 3.71 0.81 .272E+03 2.4 3.71 0.86 .286E+03 2.5 3.67 0.91 .297E+03 2.5 3.57 0.96 .303E+03 2.4 3.26 <---- hydrograph AREA QPEAK TPEAK a) cs hs INFLOW : ID= 2 ( 6918) 14.98 (2.36 12.17 OUTFLOW: ID= 1 ( 6607) 14.98 2.38 12.17 TRAV.TIME min 8.06 5.17 4.01 3.38 2.97 2.68 2.47 2.31 2.19 2.10 2.02 1.96 1.92 1.89 1.88 1.88 1.90 1.95 2.14 - > <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 84.91 0.79 3.71 84.91 0.80 3.71 1 CALIB 1 STANDHYD ( 6121) Area 11D= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)- (mm) - (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= (ha)= 4.08 Imp(%)= 62.20 IMPERVIOUS PERVIOUS 2.54 2.00 1.50 164.90 0.013 155.69 5.00 2.56 5.00 0.29 1.54 5.89 2.00 40.00 0.250 Dir. Conn.(%!= 31.90 (i) 260.01 10.00 (ii) 7.37 (ii) 10.00 0.13 *TOTALS* 0.56 0.92 1.478 (iii) PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.27 12.08 125.20 127.20 0.98 0.67 12.08 86.07 127.20 0.68 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 80.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.937 (iii) 12.08 93.87 127.20 0.74 ROUTEPIPE( 6606)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 300.00 Length (m)= 213.50 Slope (m/m)= 0.016 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 643.81 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.94 (cms) TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.03 .140E+01 0.0 0.77 0.07 .390E+01 0.0 1.19 0.10 .704E+01 0.1 1.54 0.14 .106E+02 0.1 1.83 0.17 .146E+02 0.1 2.08 0.20 .188E+02 0.2 2.30 0.24 .232E+02 0.3 2.49 0.27 .278E+02 0.3 2.66 0.30 .324E+02 0.4 2.81 0.34 .371E+02 0.5 2.94 0.37 .417E+02 0.6 3.05 0.41 .463E+02 0.7 3.14 0.44 .507E+02 0.8 3.21 0.47 .549E+02 0.8 3.26 0.51 .589E+02 0.9 3.28 0.54 .625E+02 1.0 3.28 0.58 .656E+02 1.0 3.25 0.61 .681E+02 1.0 3.16 0.64 .695E+02 0.9 2.88 <---- hydrograph AREA QPEAK TPEAK a) INFLOW ID= 2 ( 6123) 3.13 (0.94 12.08 OUTFLOW: ID= 1 ( 6606) 3.13 0.91 12.08 TRAV.TIME min 4.65 2.98 2.32 1.95 1.71 1.55 1.43 1.34 1.26 1.21 1.17 1.13 1.11 1.09 1.08 1.08 1.10 1.13 1.24 - ---> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 93.87 0.53 3.28 93.87 0.51 3.28 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= 155.69 5.00 2.67 5.00 0.29 156.53 10.00 (ii) 8.57 (ii) 10.00 0.12 1 CALIB 1 STANDHYD ( 6122) Area (ha)= 0.86 1ID= 1 DT= 5.0 min Total Imp(%)= 52.20 Dir. Conn.(%)= 52.10 Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.45 2.00 1.00 75,73 0.013 155.69 5.00 1.81 5.00 0.32 0.19 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.41 6.69 2.00 40.00 0.250 131.99 10.00 (ii) 8.13 (ii) 10.00 0.13 0.12 12.08 89.79 127.20 0.71 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 86.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 0.312 (iii) 12.08 108.23 127.20 0.85 ADD 2 HYD ( 6917)= 3 1 ID1= 1 ( 6122): + ID2= 2 ( 6606): AREA (ha) 0.86 3.13 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.312 12.08 108.23 0.914 12.08 93.87 ID = 3 ( 6917): 3.99 1.226 12.08 96.97 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 6605)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 450.00 DT= 5.0 min 1 Length (m)= 164.54 Slope (m/m)= 0.026 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 818.06 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.23 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.04 .174E+01 0.0 0.62 4.42 0.09 .485E+01 0.0 0.97 2.84 0.13 .876E+01 0.1 1.24 2.20 0.17 .132E+02 0.1 1.48 1.85 0.22 .182E+02 0.2 1.68 1.63 0.26 .234E+02 0.3 1.86 1.47 0.30 .289E+02 0.4 2.02 1.36 0.34 .346E+02 0.5 2.16 1.27 0.39 .403E+02 0.6 2.28 1.20 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 6402)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min OUTFLOW (cms) 0.0000 0.0104 0.0147 0.0180 0.0208 0.0233 INFLOW : ID= 2 ( 6916) OUTFLOW: ID= 1 ( 6402) STORAGE (ha.m.) 0.0000 0.0170 0.0350 0.0540 0.0730 0.0940 OUTFLOW (cms) 0.0255 0.1290 0.3062 0.5471 0.8385 0.0000 STORAGE (ha.m.) 0.1150 0.1370 0.1600 0.1840 0.2100 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.241 1.584 12.08 95.96 5.241 0.731 12.25 95.88 PEAK FLOW REDUCTION [Qout/Qin](%)= 46.18 TIME SHIFT OF PEAK FLOW (min)= 10.00 MAXIMUM STORAGE USED (ha.m.)= 0.2016 CALIB STANDHYD ( 6119) ID= 1 DT= 5.0 min 1 Area (ha)= 0.91 Total Imp(%)= 50.10 Dir. Conn.(%)= 46.51 Surface Area (ha)- Dep. Storage (mm)= Average Slope (907= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.46 2.00 1.00 78.05 0.013 155.69 5.00 1.84 5.00 0.32 0.18 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.46 5.01 2.00 40.00 0.250 134.46 10.00 (ii) 8.11 (ii) 10.00 0.13 0.13 12.08 86.01 127.20 0.68 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.316 (iii) 12.08 104.23 127.20 0.82 0.43 .461E+02 0.7 0.47 .519E+02 0.8 0.52 .576E+02 0.9 0.56 .631E+02 1.0 0.60 .683E+02 1.1 0.65 .732E+02 1.2 0.69 .777E+02 1.3 0.73 .816E+02 1.3 0.78 .847E+02 1.3 0.82 .865E+02 1.2 INFLOW : ID= 2 ( 6917) OUTFLOW: ID= 1 ( 6605) AREA (ha) 3.99 3.99 2.38 2.47 2.54 2.60 2.64 2.66 2.66 2.63 2.56 2.33 <---- hydrograph QPEAK TPEAK (cms) (hrs) 1.23 12.08 1.21 12.08 1.15 1.11 1.08 1.05 1.04 1.03 1.03 1.04 1.07 1.18 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 96.97 0.67 2.66 96.96 0.66 2.66 CALIB STANDHYD ( 6118) Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max. Eff. Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 1.25 Imp(%)= 25.71 Dir. Conn.(%)= IMPERVIOUS PERVIOUS (i) 0.32 0.93 2.00 5.26 1.00 2.00 91.44 40.00 0.013 0.250 155.69 162.54 5.00 10.00 2.03 (ii) 7.84 (ii) 5.00 10.00 0.31 0.13 0.04 0.33 12.08 12.08 125.20 90.17 127.20 127.20 0.98 0.71 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 7.43 *TOTALS* 0.374 (iii) 12.08 92.76 127.20 0.73 1 ADD HYD ( 6916)1 1 + 2 = 3 ID1= 1 ( 6118): + 102= 2 ( 6605): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.25 0.374 12.08 92.76 3.99 1.210 12.08 96.96 ID = 3 ( 6916): 5.24 1.584 12.08 95.96 ID = 3 ( 6912): 5.86 0.696 12.33 88.66 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6912)1 3 + 2 = 1 ID1= 3 ( 6912): + ID2= 2 ( 6121): ID = 1 ( 6912): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.86 0.696 12.33 88.66 4.08 1.478 12.08 110.22 9.93 2.168 12.08 97.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD2 ( 6912)1= 3 ID1= 1 ( 6912): + 102= 2 ( 6128): AREA (ha) 9.93 8.37 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.168 12.08 97.51 3.083 12.08 111.95 ID = 3 ( 6912): 18,31 5.250 12.08 104.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6912)1 1 3 + 2 = 1 1 AREA (ha) ID1= 3 ( 6912): 18.31 + ID2= 2 ( 6402): 5.24 -------------=------------------- ID = 1 ( 6912): 23.55 5.540 12.08 102.28 WEAK (cms) 5.250 0.731 TPEAK R.V. 12.08) 104.12) 12.25 95.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6912)1 1 1+ 2= 3 1 ID1= 1 ( 6912): + 102= 2 ( 6601): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 23.55 5.540 12.08 102.28 56.29 9.934 12.17 84.38 ID = 3 ( 6912): 79.84 14.893 12.08 89.66 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 AD YD ( 6912)1 D + 2 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1 ADD 2 HYD ( 6912)= 3 1 ID1= 1 ( 6116): + ID2= 2 ( 6119): AREA (ha) 4.94 0.91 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.631 12.42 85.78 0.316 12.08 104.23 ID1= 3 ( 6912): 79.84 14.893 12.08 89.66 + ID2= 2 ( 6607): 14.98 2.385 12.17 84.91 ---------------------------- ID = 1 ( 6912): 94.81 17.025 12.08 88.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. OVERFLOW IS OFF 2.0700 3.1900 4.1200 0.5596 0.6779 0.7983 4.5000 1.4437 4.5500 1.5812 0.0000 0.0000 RESERVOIR( 6401)1 IN= 2---> OUT= 1 DT= 5.0 min 1 INFLOW : ID= OUTFLOW: ID= OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 4.1800 1.5317 0.3700 0.1926 4.2000 1.6422 0.5200 0.3887 4.3000 1.8669 0.6400 0.5884 4.4000 2.0951 1.1800 0.7917 4.4500 2.3266 2.0700 0.9985 4.5000 2.5611 3.1900 1.2089 4.5500 2.7976 4.1200 1.4229 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2 ( 6912) 94.814 17.025 12.08 88.91 1 ( 6401) 94.814 4.602 12.92 88.91 PEAK FLOW REDUCTION [Qout/Qin](%)= 27.03 TIME SHIFT OF PEAK FLOW (min)= 50.00 MAXIMUM STORAGE USED (ha.m.)= 3.0489 CALIB 1 NASHYD ( 6115)1 ID= 1 DT= 5.0 min 1 Area (ha) - (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.295 PEAK FLOW (cms)= 0.398 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 83.906 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.660 2.49 Curve Number (CN)= 82.0 4.98 # of Linear Res.(N)= 3.00 0.32 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 6911)1 1 + 2 = 3 1 ID1= 1 ( 6115): + ID2= 2 ( 6401): AREA (ha) 2.49 94.81 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.398 12.25 83.91 4.602 12.92 88.91 ID = 3 ( 6911): 97.30 4.854 12.42 88.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR(. 6406) IN= 2---> OUT= 1 DT= 5.0 min OVERFLOW IS OFF OUTFLOW (cms) 0.0000 0.3700 0.5200 0.6400 1.1800 STORAGE (ha.m.) 0.0000 0.1077 0.2175 0.3294 0.4434 OUTFLOW (cms) 4.1800 4.2000 4.3000 4.4000 4.4500 STORAGE (ha.m.) 0.8596 0.9219 1.0487 1.1777 1.3092 PEAK FLOW (cms)= 0.47 0.58 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 84.71 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 80.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.047 (iii) 12.08 98.07 127.20 0.77 ADD HYD (. 6910)1 1 + 2 = 3 ID1= 1 ( 6114): + ID2= 2 ( 6117): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 3.32 1.047 12.08 98.07 9.40 2.838 12.08 97.78 ID = 3 ( 6910): 12.72 3.885 12.08 97.86 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6910)1 D + 2 ID1= 3 ( 6910): + ID2= 2 ( 6406): AREA (ha) 12.72 97.30 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.885 12.08 97.86 4.268 14.42 88.78 ID = 1 ( 6910): 110.02 4.576 12.75 89.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 DATA FOR SECTION ( Distance Elevation 67.18 210.71 71.98 211.29 78.16 211.49 82.97 211.58 90.14 211.43 95.75 210.09 101.26 206.95 107.89 203.15 108.96 202.74 110.38 202.65 111.76 202.87 112.89 203.00 113.96 203.32 123.60 208.29 129.58 211.06 131.50 211.36 140.86 210.76 158.68 210.49 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Main Channel Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 OUTFLOW: ID= 1 6911) 6406) AREA (ha) 97.305 97.305 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.854 12.42 88.78 4.268 14.42 88.78 PEAK FLOW REDUCTION [Qout/Qin](%)= 87.93 TIME SHIFT OF PEAK FLOW (min)=120.00 MAXIMUM STORAGE USED (ha.m.)= 1.0083 1 CALIB 1 STANDHYD ( 6117) Area 1IC= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha) - (mm)= (%) = (m)= Max.Eff.Inten..(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)- 9.40 Imp(%)= 32.50 Dir. Conn.(%)= 24.80 IMPERVIOUS 3.06 2.00 1.00 250.35 0.013 155.69 5.00 3.71 5.00 0.25 0.99 12.08 125.20 127.20 0.98 PERVIOUS (i) 6.35 5.17 2.00 40.00 0.250 143.66 10.00 (ii) 9.82 (ii) 10.00 0.11 1.84 12.08 88.74 127.20 0.70 WARNING: STORAGE COEFF. IS, SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CM* = 83.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.838 (iii) 12.08 97.78 127.20 0.77 CALIB STANDHYD ( 6114) Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm) - Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= (ha)= 3.32 Imp(%)= 42.00 Dir. Conn.(%)= 33.00 IMPERVIOUS 1.39 2.00 1.00 148.69 0.013 155.69 5.00 2.72 5.00 0.29 PERVIOUS (i) 1.92 5.23 2.00 40.00 0.250 142.80 10.00 (ii) 8.84 (ii) 10.00 0.12 DEPTH ELEV Cm0.35 203 00 0.80 203.45 1.25 203.90 .425E+04 34.3 4.88 1.70 204.35 .681E+04 64.6 5.74 2.15 204.81 .982E+04 104.2 6.42 2.60 205.26 .133E+05 153.5 6.99 3.05 205.71 .172E+05 212.9 7.49 3.51 206.16 .216E+05 282.9 7.94 3.96 206.61 .264E+05 363.9 8.34 4.41 207.06 .317E+05 456.4 8.72 4.86 207.52 .374E+05 560.8 9.07 5.31 207.97 .436E+05 677.5 9.40 5.76 208.42 .503E+05 806.8 9.71 6.22 208.87 .574E+05 948.9 10.00 6.67 209.32 .650E+05 1105.0 10.29 7.12 209.77 .731E+05 1275.6 10.56 7.57 210.23 .817E+05 1457.1 10.79 8.02 210.68 .917E+05 1519.9 10.03 8.47 211.13 .108E+06 1677.5 9.43 TRAVEL TIME TABLE > VOLUME FLOW RATE VELOCITY TRAV.TIME (cu.m.) (cms) (m/s) (min) .561E+03 1.8 1.89 5.33 .215E+04 13.2 3.71 2.72 INFLOW ID= 2 ( OUTFLOW: ID= 1 ( <- -- hydrograph ----> AREA QPEAK TPEAK R.V. 6910) 110.02 4.58 (hrs)27 89.83 6512) 110.02 4.55 12.83 89.83 2.07 1.76 1.57 1.44 1.35 1.27 1.21 1.16 1.11 1.07 1.04 1.01 0.98 0.96 0.93 1.01 1.07 <-pipe / channel-> MAX DEPTH MAX VEL 0.46 (2.15 0.45 2.15 1 CALIB 1 NASHYD ( 6112) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 12.20 Curve Number (CN)= 65.0 5.17 # of Linear Res.(N)= 3.00 0.54 Unit Hyd Qpeak (cms)= 0.860 PEAK FLOW (cms)- 0.882 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 57.538 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.452 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 6110) 1ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.393 PEAK FLOW (cms)- 0.288 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 46.045 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.362 3.93 Curve Number (CN)= 56.0 5.58 # of Linear Res.(N)= 3.00 0.38 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 6111)1 Area (ha)= 19.76 ID= 1 DT= 5.0 min 1 Total Imp(%)= 37.60 Dir. Conn.(%)= 25.20 PEAK FLOW REDUCTION [Qout/Qin](%)= 31.64 TIME SHIFT OF PEAK FLOW (min)= 30.00 MAXIMUM STORAGE USED (ha.m.)= 0.7145 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 7.43 12.33 2.00 5.84 1.00 2.00 362.91 40.00 0.013 0.250 155.69 5.00 4.64 5.00 0.22 2.09 12.08 125.20 127.20 0.98 93.24 15.00 (ii) 11.90 (ii) 15.00 0.09 1.94 12.17 53.03 127.20 0.42 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 57.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS" 3.747 (iii) 12.08 71.22 127.20 0.56 1 ADD HYD ( 6909)1 1 + 2 = 3 1 ID1= 1 ( 6110): + ID2= 2 ( 6111): ID 3 ( 6909): AREA (ha) 3.93 19.76 23.69 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.288 12.33 46.04 3.747 12.08 71.22 3.927 12.08 67.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 6403)1 IN= 2---> OUT= 1 DT= 5.0 min 1 OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.2995 0.4400 0.0046 0.0700 1 0.4020 0.5100 0.0065 0.1400 1 0.5084 0.6000 0.0474 0.2100 1 0.9325 0.6800 0.1179 0.2800 1.7597 0.7700 0.2035 0.3600 1 2.9342 0.8600 INFLOW : ID= 2 ( 6909) OUTFLOW: ID= 1 ( 6403) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 23.687 3.927 12.08 67.04 23.687 1.243 12.58 66.73 < < DATA Distance 0.00 6.00 9.00 11.00 14.00 20.00 FOR SECTION Elevation 2.00 1.00 0.00 0.00 1.00 2.00 ( 1.1) > Manning 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .937E+02 0.3 1.28 0.20 0.20 .212E+03 1.0 1.91 0.30 0.30 .354E+03 2.1 2.40 0.40 0.40 .522E+03 3.6 2.81 0.50 0.50 .713E+03 5.5 3.17 0.60 0.60 .929E+03 8.0 3.50 0.70 0.70 .117E+04 10.9 3.81 0.80 0.80 .143E+04 14.4 4.10 0.90 0.90 .172E+04 18.5 4.37 1.00 1.00 .204E+04 23.2 4.64 1.11 1.11 .243E+04 30.5 5.11 1.22 1.22 .288E+04 38.7 5.47 1.33 1.33 .340E+04 47.7 5.73 1.44 1.44 .397E+04 57.8 5.93 1.56 1.56 .460E+04 68.7 6.08 1.67 1.67 .530E+04 80.7 6.20 1.78 1.78 .605E+04 93.6 6.30 1.89 1.89 .687E+04 107.6 6.38 2.00 2.00 .774E+04 122.6 6.45 INFLOW : ID= 2 ( 6409) OUTFLOW: ID= 1 ( 6531) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 0.41 0.01 13.33 87.16 0.41 0.01 13.50 87.14 TRAV.TIME (min) 5.29 3.55 2.83 2.42 2.14 1.94 1.78 1.66 1.55 1.46 1.33 1.24 1.19 1.15 1.12 1.09 1.08 1.06 1.05 <-pipe / channel-> MAX DEPTH MAX VEL 0.00 (1.28 0.00 1.28 1 ADD HYD ( 6908)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) ID1= 1 ( 6112): 12.20 0.882) 12.50 57.54) + ID2= 2 ( 6403): 23.69 1.243 12.58 66.73 ID = 3 ( 6908): 35.89 2.118 12.58 63.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6908)1 3 + 2 = 1 1 AREA (ha) ID1= 3 ( 6908): 35.89 + ID2= 2 ( 6512): 110.02 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.118 12.58 63.61 4.552 12.83 89.83 ID = 1 ( 6908): 145.91 6.514 12.67 83.38 CALIB STANDHYD ( 6113) Area (ha)= 0.41 ID= 1 DT= 5.0 min Total Imp(%)= 67.80 Dir. Conn.(%)= 47.20 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.28 2.00 1.00 52.48 0.013 155.69 5.00 1.45 5.00 0.33 0.08 12.08 125.20 127.20 0.98 PERVIOUS (1) 0.13 5.00 2.00 40.00 0.250 128.94 10.00 (ii) 7.83 (ii) 10.00 0.13 0.04 12.08 54.01 127.20 0.42 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.121 (iii) 12.08 87.60 127.20 0.69 1 RESERVOIR( 6409)1 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 INFLOW : ID= 2 OUTFLOW: ID= 1 ( ( OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0060 0.0153 0.0021 0.0016 0.0065 0.0193 0.0033 0.0035 0.0475 0.0236 0.0041 0.0059 0.2566 0.0283 0.0048 0.0087 0.6265 0.0334 0.0054 0.0118 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 6113) 0.413 0.121 12.08 87.60 6409) 0.413 0.006 13.33 87.16 PEAK FLOW REDUCTION [Qout/Qin](%)= 5.36 TIME SHIFT OF PEAK FLOW (min)= 75.00 MAXIMUM STORAGE USED (ha.m.)= 0.0189 1 ROUTE CHN( 6531)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6908)1 1 + 2 = 3 AREA (ha) ID1- 1 ( 6908): 145.91 + ID2= 2 ( 6531): 0.41 QPEAK TPEAK R.V. (cms) (hrs) (mm) 6.514 12.67 83.38 0.006 13.50 87.14 ID = 3 ( 6908): 146.33 6.520 12.67 83.39 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6511)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 10.00 14.72 24.21 49.34 53.60 59.76 65.95 68.00 75.63 85.30 91.31 100.90 106.73 112.04 120.29 124.73 126.82 131.12 134.66 DEPTH (m) 0.03 0.06 0.09 0.13 0.18 0.22 0.27 0.31 0.35 0.40 0.44 0.49 0.53 0.57 0.62 0.66 0.70 0.75 0.79 ( 1.1) Manning 185.58 0.1000 185.38 0.1000 185.40 0.1000 185.37 0.1000 185.03 0.1000 185.25 0.1000 185.05 0.1000 184.90 0.1000 184.88 0.1000 /0.0350 Main Channel 184.96 0.0350 /0.1000 Main Channel 184.95 0.1000 185.12 0.1000 185.14 0.1000 184.99 0.1000 185.81 0.1000 184.79 0.1000 185.05 0.1000 185.55 0.1000 186.44 0.1000 188.14 0.1000 TRAVEL TIME TABLE > ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) 184.82 184.85 184.88 184.92 184.97 185.01 185.06 185.10 185.14 185.19 185.23 185.27 185.32 185.36 185.41 185.45 185.49 185.54 185.58 (cu.m.) .233E+01 .931E+01 .209E+02 .798E+02 .234E+03 .496E+03 .816E+03 .122E+04 .173E+04 .236E+04 .305E+04 .380E+04 .459E+04 .541E+04 .632E+04 .732E+04 .834E+04 .939E+04 .105E+05 (cms) 0.0 0.0 0.0 0.1 0.3 0.9 1.8 3.0 4.3 6.5 9.0 12.1 15.7 19.6 23.4 28.6 34.2 40.3 46.9 (m/s) (min) 0.08 43.46 0.12 27.38 0.16 20.89 0.21 16.09 0.26 12.91 0.37 9.13 0.44 7.68 0.49 6.87 0.50 6.68 0.55 6.10 0.60 5.63 0.64 5.23 0.69 4.88 0.73 4.59 0.75 4.50 0.79 4.27 0.83 4.06 0.87 3.88 0.90 3.72 ROUTE CHN( 6510)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6908) 146.33 6.52 12.67 83.39 0.40 0.55 OUTFLOW: ID= 1 ( 6511) 146.33 6.47 12.75 83.39 0.40 0.55 CALIB ( 6109)1 Area (ha)= 15.59 ID= 1 DT= 5.0 min I Total Imp(%)= 34.50 Dir. Conn.(%)= 22.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 5.38 10.21 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 322.39 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 77.43 5.00 15.00 4.32 (ii) 12.14 (ii) 5.00 15.00 0.23 0.09 1.47 12.08 125.20 127.20 0.98 1.32 12.17 44.87 127.20 0.35 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.583 (iii) 12.08 62.78 127.20 0.49 RESERVOIR( 6405)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min I OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha,m.) 0.0000 0.0000 0.1372 0.2629 0.0029 0.0218 0.1584 0.3915 0.0226 0.0686 0.4383 0.5349 0.0792 0.1190 1.0795 0.6848 0.1120 0.1739 2.1022 0.8348 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 6109) 15.590 2.583 12.08 62.78 OUTFLOW: ID= 1 ( 6405) 15.590 0.361 12.83 62.66 PEAK FLOW REDUCTION [QoUt/Qin](%)= 13.98 TIME SHIFT OF PEAK FLOW (min)= 45.00 MAXIMUM STORAGE USED (ha.m.)= 0.4957 14.72 185.40 0.1000 24.21 185.37 0.1000 49.34 185.03 0.1000 53.60 185.25 0.1000 59.76 185.05 0.1000 65.95 184.90 0.1000 68.00 184.88 0.1000 /0.0350 Main Channel 75.63 184.96 0.0350 /0.1000 Main channel 85.30 184.95 0.1000 91.31 185.12 0.1000 100.90 185.14 0.1000 106.73 184.99 0.1000 112.04 185.81 0.1000 120.29 184.79 0.1000 124.73 185.05 0.1000 126.82 185.55 0.1000 131.12 186.44 0.1000 134.66 188.14 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 184.82 .219E+01 0.0 0.01 258.92 0.06 184.85 .877E+01 0.0 0.02 163.11 0.09 184.88 .197E+02 0.0 0.03 124.47 0.13 184.92 .752E+02 0.0 0.03 95.85 0.18 184.97 .221E+03 0.0 0.04 76.92 0.22 185.01 .467E+03 0.1 0.06 54.38 0.27 185.06 .769E+03 0.3 0.07 45.73 0.31 185.10 .115E+04 0.5 0.08 40.91 0.35 185.14 .163E+04 0.7 0.08 39.82 0.40 185.19 .222E+04 1.0 0.09 36.34 0.44 185.23 .288E+04 1.4 0.09 33.54 0.49 185.27 .358E+04 1.9 0.10 31.14 0.53 185.32 .432E+04 2.5 0.11 29.07 0.57 185.36 .509E+04 3.1 0.12 27.34 0.62 185.41 .595E+04 3.7 0.12 26.83 0.66 185.45 .689E+04 4.5 0.12 25.44 0.70 185.49 .786E+04 5.4 0.13 24.21 0.75 185.54 .885E+04 6.4 0.14 23.12 0.79 185.58 .986E+04 7.4 0.14 22.15 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6907) 161.91 6.82 12.75 81.39 0.77 0.14 OUTFLOW: ID= 1 ( 6509) 161.91 5.88 12.92 81.39 0.72 0.13 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB NASHYD ( 6143)1 Area (ha)= 2.50 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.55 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.822 PEAK FLOW TIME TO PEAK RUNOFF VOLUME TOTAL RAINFALL (cms)= 0.709 (i) (hrs)= 12.083 (mm)= 77.720 (mm)= 127.200 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .330E+02 0.1 0.40 6.02 0.20 0.20 .747E+02 0.3 0.59 4.03 0.30 0.30 .125E+03 0.6 0.74 3.22 0.40 0.40 .184E+03 1.1 0.87 2,75 0.50 0.50 .251E+03 1.7 0.98 2,44 0.60 0.60 .327E+03 2.5 1.08 2.21 0.70 0.70 .412E+03 3.4 1.18 2.03 0.80 0.80 .505E+03 4.5 1.27 1.88 0.90 0.90 .607E+03 5.7 1.36 1.76 1.00 1.00 .718E+03 7.2 1.44 1.66 1.11 1.11 .856E+03 9.5 1.59 1.51 1.22 1.22 .102E+04 12.0 1.69 1.41 1.33 1.33 .120E+04 14.8 1.78 1.35 1.44 1.44 .140E+04 17.9 1.84 1.30 1.56 1.56 .162E+04 21.3 1.89 1.27 1.67 1.67 .187E+04 25.0 1.92 1.24 1.78 1.78 .213E+04 29.0 1.95 1.22 1.89 1.89 .242E+04 33.4 1.98 1.21 2.00 2.00 .273E+04 38.0 2.00 1.20 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6405) 15.59 0.36 12.83 62.66 0.22 0.61 OUTFLOW: ID= 1 ( 6510) 15.59 0.36 12.92 62.66 0.21 0.61 1 ADD HYD ( 6907)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) ID1= 1 ( 6510): 15.59 0.361cms) 12!.92(rs) 62� mm6) + ID2= 2 ( 6511): 146.33 6.470 12.75 83.39 ID = 3 ( 6907): 161.91 6.823 12.75 81.39 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 6509)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 185.58 0.1000 10.00 185.38 0.1000 RUNOFF COEFFICIENT = 0.611 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I CALIB INASHYD ( 6145) Area (ha)= 80.73 Curve Number (CN)= 75.0 ID= 1 DT= 5.0 min Ia (mm)= 8.32 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.75 Unit Hyd Qpeak (cms)= 4.101 PEAK FLOW (cms)= 5.709 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 69.430 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.546 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 6530)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .166E+03 0.5 2.20 5.47 0.20 0.20 .375E+03 1.7 3.28 3.67 0.30 0.30 .628E+03 3.6 4.11 2.93 0.40 0.40 .923E+03 6.2 4.80 2.50 0.50 0.50 .126E+04 9.5 5.42 2.22 0.60 0.60 .164E+04 13.7 5.99 2.01 0.70 0.70 .207E+04 18.7 6.52 1.84 0.80 0.80 .254E+04 24.7 7.02 1.71 0.90 0.90 .305E+04 31.7 7.49 1,61 1.00 1.00 .361E+04 39.7 7.94 1.51 1.11 1.11 .430E+04 52.2 8.76 1.37 1.22 1.22 .510E+04 66.2 9.36 1.28 1.33 1.33 .601E+04 81.8 9.81 1.23 1.44 1.44 .703E+04 98.9 10.15 1.18 1.56 1.56 .815E+04 117.7 10.42 1.15 1.67 1.67 .938E+04 138.1 10.63 1.13 1.78 1.78 .107E+05 160.3 10.79 1.11 1.89 1.89 .122E+05 184.2 10.93 1.10 2.00 2.00 .137E+05 209.9 11.05 1.09 <---- hydrograph ----> <-pipe / channel -> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 6145) 80.73 5.71 12.75 69.43 0.38 4.67 OUTFLOW:. ID= 1 ( 6530) 80.73 5.71 12.75 69.43 0.38 4.67 CALIB STANDHYD ( 6144)1 ID= 1 DT= 5.0 min Area (ha)= 50.67 Total Imp(%)= 21.00 Surface Area (ha)- Dep. Storage (mm) - Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 10.64 2.00 1.00 581.19 0.013 155.69 5.00 6.15 5.00 0.19 3.27 12.08 125.20 127.20 0.98 Dir. Conn.(%)= 16.00 PERVIOUS (i) 40.03 6.74 2.00 40.00 0.250 122.26 15.00 (ii) 12.66 (ii) 15.00 0.08 8.31 12.17 77.60 127.20 0.61 ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 78.0 is = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS" 10.483 (iii) 12.08 85.22 127.20 0.67 ADD HYD ( 6931)1 1 + 2 = 3 ID1= 1 ( 6144): + ID2= 2 ( 6530): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 50.67 10.483 12.08 85.22 80.73 5.705 12.75 69.43 ID = 3 ( 6931): 131.40 12.448 12.17 75.52 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6529)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 4.49 6.67 9.66 15.86 18.97 27.24 66.53 73.05 FOR SECTION ( 1.1) > Elevation Manning 253.60 0.0800 252.33 0.0800 252.41 0.0800 252.20 0.0800 250.86 0.0800 249.32 0.0800 248.44 0.0800 248.53 0.0800 246.30 0.0800 /0.0350 Main channel 9.48 23.49 27.29 29.82 33.62 42.72 47.21 55.50 60.62 63.11 69.24 76.19 78.34 80.44 81.15 82.68 88.43 90.49 92.70 232.12 231.87 231.94 232.16 232.50 232.72 232.77 233.57 233.65 233.62 233.75 233.51 233.35 232.87 232.86 233.20 234.08 234.27 234,37 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 231.89 .548E+01 0.0 0.13 42.46 0.03 231.91 .219E+02 0.0 0.21 26.75 0.05 231.93 .493E+02 0.0 0.27 20.41 0.07 231.94 .877E+02 0.1 0.33 16.78 0.09 231.96 .135E+03 0.2 0.40 13.87 0.10 231.98 .188E+03 0.3 0.46 12.05 0.12 231.99 .248E+03 0.4 0.51 10.78 0.14 232.01 .315E+03 0.5 0.56 9.83 0.15 232.03 .389E+03 0.7 0.61 9.08 0.17 232.04 .469E+03 0.9 0.65 8.47 0.19 232.06 .556E+03 1.2 0.69 7.96 0.20 232.08 .650E+03 1.4 0.73 7.52 0.22 232.10 .750E+03 1.7 0.77 7.15 0.24 232.11 .857E+03 2.1 0.81 6.82 0.26 232.13 .972E+03 2.4 0.83 6.67 0.27 232.15 .110E+04 2.8 0.84 6.54 0.29 232.16 .124E+04 3.2 0.86 6.40 0.31 232.18 .139E+04 3.7 0.88 6.25 0.32 232.20 .155E+04 4.2 0.91 6.09 Main Main Main Main Channel Channel Channel Channel **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6930) 133.90 13.05 12.17 75.56 0.32 0.90 OUTFLOW: ID= 1 ( 6528) 133.90 11.75 12.33 75.56 0.32 0.91 CALIB STANDHYD ( 6142) Area (ha)= 5.21 ID= 1 DT= 5.0 min 1 Total Imp(%)= 43.10 Dir. Conn.(%)= 31.80 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.25 2.96 Dep. Storage (mm)= 2.00 5.51 Average Slope (%)= 2.30 2.00 Length (m)= 186.37 40.00 Mannings n = 0.013 0.250 OUTFLOW: ID= 1 ( 6529) 73.77 245.80 0.0350 75.27 245.88 0.0350 75.40 245.93 0.0350 76.09 246.02 0.0350 77.82 246.30 0.0350 /0.0800 83.07 247.12 0.0800 87.55 248.04 0.0800 90.82 248.24 0.0800 99.83 247.65 0.0800 112.02 246.51 0.0800 124.49 244.65 0.0800 Main Channel Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) - 0.07 245.73 .127E+04 12.4 3.14 1.71 - 0.14 245.66 .110E+04 10.3 3.00 1.79 - 0.21 245.59 .954E+03 8.5 2.86 1.88 - 0.29 245.52 .815E+03 6.9 2.71 1,98 - 0.36 245.44 .686E+03 5.5 2.56 2.09 - 0.43 245.37 .569E+03 4.3 2.41 2.23 - 0.50 245.30 .463E+03 3.2 2.25 2.39 - 0.57 245.23 .367E+03 2.4 2.08 2.58 - 0.64 245.16 .283E+03 1.7 1.91 2.81 - 0.71 245.09 .209E+03 1.1 1.72 3.11 - 0.79 245.02 .147E+03 0.7 1.53 3.50 - 0.86 244.94 .957E+02 0.4 1.33 4.04 - 0.93 244.87 .553E+02 0.2 1.11 4.85 - 1.00 244.80 .259E+02 0.1 0.86 6.24 - 1.07 244.73 .756E+01 0.0 0.57 9.41 - 1.14 244.66 .163E+00 0.0 0.16 33.80 - 1.21 244.59 .000E+00 0.0 NaN NaN - 1.29 244.52 .000E+00 0.0 NaN NaN - 1.36 244.44 .000E+00 0.0 NaN NaN **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 6931) 131.40 12.45 12.17 75.52 131.40 12.59 12.17 75.52 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.00 0.00 0.00 0.00 1D + 2 ADD YD ( 6930)3 1 ID1= 1 ( 6143): + ID2= 2 ( 6529): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.50 0.709 12.08 77.72 131.40 12.587 12.17 75.52 ID = 3 ( 6930): 133.90 13.052 12.17 75.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6528)1 I IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 232.20 0.0600 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 2.42 5.00 0.30 0.72 12.08 125.20 127.20 0.98 157.24 10.00 (ii) 8.31 (ii) 10.00 0.13 1.01 12.08 90.55 127.20 0.71 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.722 (iii) 12.08 101.57 127.20 0.80 1 ADD +YD2 ( 6929)1 = 3 ID1= 1 ( 6142): + ID2= 2 ( 6528): AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) 5.21 1.722 12.08 101.57 133.90 11.752 12.33 75.56 ID = 3 ( 6929): 139.11 12.293 12.25 76.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6527)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 65.06 225.99 70.84 225.83 74.40 224.52 75.91 224.04 76.74 224.02 78.05 224.52 79.20 224.85 87.42 225.41 95.62 225.52 96.65 225.36 109.48 225.61 117.81 225.47 126.04 225.71 127.68 226.01 128.92 226.07 130.72 225.99 132.61 225.37 134.85 225.64 144.19 225.64 150.00 226.30 DEPTH ELEV (m) (m) ( 1.1) > Manning 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Main Channel Main Channel Main Channel Main Channel TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY TRAV.TIME (cu.m.) (cms) (m/s) (min) 0.10 224.12 .323E+02 0.1 0.65 8.85 0.20 224.22 .878E+02 0.3 0.98 5.82 0.30 224.32 .163E+03 0.6 1.24 4.61 0.40 224.42 .259E+03 1.1 1.46 3.91 0.50 224.52 .374E+03 1.8 1.66 3.44 0.61 224.62 .518E+03 3.0 1.99 2.87 0.71 224.73 .685E+03 4.5 2.24 2.55 0.82 224.84 .876E+03 6.2 2.44 2.34 0.92 224.94 .110E+04 8.3 2.56 2.23 1.03 225.05 .140E+04 10.7 2.62 2.19 1.13 225.15 .176E+04 13.6 2.64 2.17 1.24 225.26 .219E+04 16.9 2.65 2.16 1.34 225.36 .268E+04 20.9 2.67 2.14 1.45 225.47 .341E+04 24.4 2.46 2.33 1.55 225.57 .480E+04 30.0 2.14 2.67 1.66 225.68 .686E+04 38.5 1.92 2.97 1.77 225.78 .934E+04 51.8 1.90 3.00 1.87 225.89 .119E+05 67.0 1.93 2.96 1.98 225.99 .147E+05 85.2 1.99 2.87 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6929) 139.11 12.29 12.25 76.53 1.09 2.63 OUTFLOW: ID= 1 ( 6527) 139.11 12.29 12.33 76.53 1.09 2.63 CALIB ( 6141)1 Area (ha)= 6.60 ID= 1 DT= 5.0 min 1 Total Imp(%)= 46.90 Dir. Conn.(%)= 31.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.10 3.50 Dep. Storage (mm)= 2.00 5.07 Average Slope (90= 1.00 2.00 Length (m)= 209.76 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 168.55 5.00 10.00 3.34 (ii) 9.07 (ii) 5.00 10.00 0.26 0.12 0.90 12.08 125.20 127.20 0.98 1.24 12.08 91.11 127.20 0.72 *'*** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.140 (iii) 12.08 101.98 127.20 0.80 OUTFLOW: ID= 1 ( 6526) 145.71 12.97 12.33 77.69 0.84 2.72 CALIB NASHYD ( 6149) Area (ha)= 6.91 Curve Number (CN)= 85.0 ID= 1 DT= 5.0 min Ia (mm)= 5.00 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.18 Unit Hyd Qpeak (cms)= 0.980 PEAK FLOW (cms)- 1.302 (7) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 87.876 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.691 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 6150) Area (ha)= 13.66 Curve Number (CN)- 84.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 5.84 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.19 Unit Hyd Qpeak (cms)= 1.866 PEAK FLOW (cms)- 2.456 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 85.391 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.671 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 6519)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .173E+02 0.2 0.87 1.44 0.20 0.20 .390E+02 0.7 1.29 0.97 0.30 0.30 .653E+02 1.4 1.62 0.77 0.40 0.40 .961E+02 2.4 1.89 0.66 0.50 0.50 .131E+03 3.7 2.14 0.59 0.60 0.60 .171E+03 5.4 2.36 0.53 0.70 0.70 .216E+03 7.4 2.57 0.49 0.80 0.80 .264E+03 9.7 2.77 0.45 0.90 0.90 .318E+03 12.5 2.95 0.42 1 ADD HYD ( 6928)1I 1 1+ 2= 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6141): 6.60 2.140 12.08 101.98 + ID2= 2 ( 6527): 139.11 12.288 12.33 76.53 ID = 3 ( 6928): 145.71 12.926 12.33 77.69 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6526)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 23.10 220.42 0.0500 27.27 219.90 0.0500 31.93 219.78 0.0500 34.39 219.83 0.0500 49.64 219.69 0.0500 53.72 219.76 0.0500 58.55 219.28 0.0500 65.83 219.24 0.0500 69.83 219.54 0.0500 71.44 219.45 0.0500 76.22 218.28 0.0500 /0.0350 Main Channel 78.34 218.03 0.0350 Main Channel 80.30 218.32 0.0350 /0.0500 Main Channel 83.52 219.35 0.0500 84.59 219.47 0.0500 85.63 219.46 0.0500 87.72 219.29 0.0500 89.97 219.28 0.0500 99.18 218.60 0.0500 104.71 219.98 0.0500 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.08 218.11 .524E+0.) 1 0.0 0.56 2.95 0.17 218.20 .209E+02 0.2 0.89 1.86 0.25 218.28 .471E+02 0.6 1.16 1.42 0.36 218.39 .926E+02 1.6 1.67 0.99 0.46 218.49 .146E+03 3.1 2.08 0.80 0.57 218.60 .208E+03 5.0 2.40 0.69 0.67 218.70 .288E+03 7.5 2.58 0.64 0.78 218.81 .395E+03 10.7 2.68 0.62 0.89 218.92 .530E+03 14.7 2.75 0.60 0.99 219.02 .692E+03 19.7 2.81 0.59 1.10 219.13 .883E+03 25.7 2.88 0.57 1.21 219.24 .110E+04 32.9 2.96 0.56 1.31 219.34 .142E+04 39.5 2.75 0.60 1.42 219.45 .183E+04 51.0 2.76 0.60 1.52 219.55 .230E+04 65.3 2.81 0.59 1.63 219.66 .281E+04 83.7 2.95 0.56 1.74 219.77 .338E+04 100.1 2.93 0.56 1.84 219.87 .413E+04 122.9 2.95 0.56 1.95 219.98 .494E+04 153.8 3.08 0.54 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6928) 145.71 12.93 12.33 77.69 0.84 2.72 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 INFLOW : ID= 2 OUTFLOW: ID= 1 ( ( .375E+03 .448E+03 .531E+03 .626E+03 .731E+03 .848E+03 .976E+03 .112E+04 .127E+04 .143E+04 15.7 3.13 0.40 20.6 3.45 0.36 26.1 3.69 0.34 32.2 3.87 0.32 39.0 4.00 0.31 46.4 4.11 0.30 54.5 4.19 0.30 63.2 4.25 0.29 72.6 4.31 0.29 82.7 4.35 0.29 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 6150) 13.66 2.46 12.17 85.39 0.40 1.90 6519) 13.66 2.51 12.17 85.39 0.41 1.91 ROUTEPIPE( 6611)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 900.00 DT= 5.0 min 1 Length (m)= 100.03 Slope (m/m)= 0.005 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1009.62 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.51 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.05 .162E+01 0.0 0.83 2.00 0.11 .449E+01 0.1 1.30 1.28 0.16 .811E+01 0.1 1.67 1.00 0.21 .123E+02 0.2 1.99 0.84 0.27 .168E+02 0.4 2.27 0.74 0.32 .217E+02 0.5 2.51 0.67 0.37 .268E+02 0.7 2.72 0.61 0.43 .320E+02 0.9 2.90 0.57 0.48 .374E+02 1.1 3.07 0.54 0.53 .427E+02 1.4 3.21 0.52 0.58 .481E+02 1.6 3.33 0.50 0.64 .533E+02 1.8 3.42 0.49 0.69 .584E+02 2.0 3.50 0.48 0.74 .633E+02 2.2 3.55 0.47 0.80 .678E+02 2.4 3.58 0.47 0.85 .720E+02 2.6 3.57 0.47 0.90 .756E+02 2.7 3.54 0.47 0.96 .785E+02 2.7 3.45 0.48 1.01 .801E+02 2.5 3.14 0.53 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6519) 13.66 2.51 12.17 85.39 0.83 3.58 OUTFLOW: ID= 1 ( 6611) 13.66 2.52 12.17 85.39 0.84 3.58 RUNOFF COEFFICIENT = 0.659 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 6923)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6149): 6.91 1.302 12.17 87.88 + ID2= 2 ( 6611): 13.66 2.521 12.17 85.39 ID = 3 ( 6923): 20.57 3.823 12.17 86.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTEPIPE( 6610)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 900.00 DT= 5.0 min 1 Length (m)= 64.24 Slope (m/m)= 0.007 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE. REQUIRED = 1113.97 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 3.82 (ems) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.06 .126E+01 0.0 1.04 1.03 0.12 .351E+01 0.1 1.63 0.66 0.18 .634E+01 0.2 2.09 0.51 0.23 .959E+01 0.4 2.49 0.43 0.29 .132E+02 0.6 2.83 0.38 0.35 .170E+02 0.8 3.13 0.34 0.41 .209E+02 1.1 3.40 0.32 0.47 .250E+02 1.4 3.63 0.29 0.53 .292E+02 1.7 3.83 0.28 0.59 .334E+02 2.1 4.01 0.27 0.64 .376E+02 2.4 4.16 0.26 0.70 .417E+02 2.8 4.28 0.25 0.76 .456E+02 3.1 4.37 0.24 0.82 .495E+02 3.4 4.44 0.24 0.88 .530E+02 3.7 4.47 0.24 0.94 .563E+02 3.9 4.47 0.24 1.00 .591E+02 4.1 4.42 0.24 1.06 .613E+02 4.1 4.31 0.25 1.11 .626E+02 3.8 3.93 0.27 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6923) 20.57 3.82 12.17 86.23 0.91 4.47 OUTFLOW: ID= 1 ( 6610) 20.57 3.84 12.17 86.23 0.92 4.47 CALIB 1 NASHYD ( 6148)1 Area (ha)= 10.56 Curve Number (CN)- 83.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 5.94 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.22 Unit Hyd Qpeak (cms)- 1.275 PEAK FLOW TIME TO PEAK RUNOFF VOLUME TOTAL RAINFALL (cms)= 1.715 (i) (hrs)= 12.167 (mm)= 83.800 (mm)= 127.200 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 4.02 3.67 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 2.00 2.00 Length (m)= 226.47 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 152.19 5.00 10.00 2.84 (ii) 8.81 (ii) 5.00 10.00 0.28 0.12 1.49 12.08 125.20 127.20 0.98 1.18 12.08 91.54 127.20 0.72 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 2.678 (iii) 12.08 106.72 127.20 0.84 STANDHYD ( 6147)1 Area (ha)= 3.17 ID= 1 DT= 5.0 min 1 Total Imp(%)= 70.70 Dir. Conn.(5)= 65.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.24 0.93 Dep. Storage (mm)= 2.00 5.59 Average slope (%)= 2.50 2.00 Length (m)= 145.30 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 ******** 5.00 10.00 2.03 (ii) 6.33 (ii) 5.00 10.00 0.31 0.15 0.89 12.08 125.20 127.20 0.98 0.34 12.08 90.15 127.20 0.71 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.232 (iii) 12.08 113.04 127.20 0.89 ADD HYD2 ( 6922)1 + = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6148): 10.56 1.715 12.17 83.80 + ID2= 2 ( 6610): 20.57 3.841 12.17 86.23 ID = 3 ( 6922): 31.13 5.556 12.17 85.40 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 6609)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 975.00 Length (m)= 258.58 Slope (m/m)= 0.012 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1153.77 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 5.56 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.06 .545E+01 0.0 1.41 3.05 0.12 .152E+02 0.1 2.20 1.96 0.18 .274E+02 0.3 2.84 1.52 0.24 .414E+02 0.5 3.37 1.28 0.30 .568E+02 0.8 3.84 1.12 0.36 .732E+02 1.2 4.24 1.02 0.43 .904E+02 1.6 4.60 0.94 0.49 .108E+03 2.1 4.92 0.88 0.55 .126E+03 2.5 5.19 0.83 0.61 .144E+03 3.0 5.43 0.79 0.67 .162E+03 3.5 5.63 0.77 0.73 .180E+03 4.0 5.80 0.74 0.79 .197E+03 4.5 5.92 0.73 0.85 .214E+03 5.0 6.01 0.72 0.91 .229E+03 5.4 6.06 0.71 0.97 .243E+03 5.7 6.05 0.71 1.03 .255E+03 5.9 5.99 0.72 1.09 .265E+03 6.0 5.83 0.74 1.15 .270E+03 5.6 5.32 0.81 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6922) 31.13 5.56 12.17 85.40 0.95 6.06 OUTFLOW: ID= 1 (. 6609) 31.13 5.59 12.17 85.40 0.95 6.05 1 CALIB 1 STANDHYD ( 6146) Area (ha)= 7.69 1ID= 1 DT= 5.0 min Total Imp(%)= 52.30 Dir. Conn.(%)= 45.10 < DATA FOR SECTION ( 1.1) Elevation Manning Distance 0.00 225.93 0. 1.00 225.88 0.0200 2.00 225.81 0.0200 /0.0400 Main Channel 3.00 225.70 0.0400 Main Channel 4.00 225.34 0.0400 Main Channel 5.00 225.22 0.0400 Main Channel 6.00 225.40 0.0400 Main Channel 7.00 225.56 0.0400 Main Channel 8.00 225.65 0.0400 Main Channel 9.00 225.76 0.0400 Main Channel 10.00 225.86 0.0400 Main Channel 11.00 225.93 0.0400 /0.0400 Main Channel 12.20 225.96 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 225.26 .144E+01 0.0 0.27 9.36 0.07 225.29 .574E+01 0.0 0.43 5.89 0.11 225.33 .129E+02 0.0 0.57 4.50 0.15 225.37 .227E+02 0.1 0.71 3.58 0.19 225.40 .344E+02 0.2 0.85 3.02 0.22 225.44 .478E+02 0.3 0.96 2.66 0.26 225.48 .632E+02 0.4 1.06 2.40 0.30 225.52 .805E+02 0.6 1.16 2.20 0.33 225.55 .996E+02 0.8 1.25 2.04 0.37 225.59 .121E+03 1.0 1.31 1.96 0.41 225.63 .145E+03 1.3 1.36 1.88 0.45 225.66 .173E+03 1.6 1.42 1.79 0.48 225.70 .203E+03 2.0 1.50 1.70 0.52 225.74 .236E+03 2.4 1.54 1.66 0.56 225.78 .273E+03 2.8 1.58 1.61 0.59 225.81 .314E+03 3.3 1.63 1.57 0.63 225.85 .360E+03 4.0 1.72 1.49 0.67 225.89 .413E+03 4.8 1.78 1.43 0.71 225.93 .472E+03 5.7 1.84 1.39 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6147) 3.17 1.23 12.08 113.04 0.40 1.35 OUTFLOW: ID= 1 ( 6518) 3.17 1.22 12.08 113.02 0.40 1.34 1 ADD HYD ( 6921)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6146): 7.69 2.678 12.08 106.72 + 102= 2 ( 6518): 3.17 1.218 12.08 113.02 ID = 3 ( 6921): 10.86 3.896 12.08 108.56 1 ROUTE CHN( 6518)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6921)1 1 3 + 2 = 1 ID1= 3 ( + ID2= 2 ( 1 AREA QPEAK (ha) (cms) 6921): 10.86 3.896 6609): 31.13 5.591 TPEAK R.V. 12.08(hrs) ) 108.56 12.17 85.40 ID =1 ( 6921): 41.99 8.934 12.08 91.39 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 6517)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 DATA Distance 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 FOR SECTION ( Elevation 222.57 222.25 222.04 221.93 221.94 222.00 222.08 222.02 221.94 221.31 221.09 221.73 222.44 222.80 222.91 222.92 222.92 222.93 222.99 223.01 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0400 0.0400 0.0400 0.0400 0.0400 /0.0250 0.0250 0.0250 0.0250 0.0250 0.0250 0.0250 0.0250 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 221.17 .419E+01 0.0 0.28 0.16 221.24 .168E+02 0.0 0.45 0.23 221.32 .377E+02 0.1 0.59 0.31 221.40 .646E+02 0.2 0.75 0.39 221.48 .960E+02 0.4 0.89 0.47 221.55 .132E+03 0.6 1.00 0.54 221.63 .172E+03 0.8 1.11 0.62 221.71 .216E+03 1.1 1.20 0.70 221.79 .265E+03 1.5 1.30 0.78 221.86 .318E+03 1.9 1.38 0.85 221.94 .378E+03 2.4 1.46 0.93 222.02 .485E+03 3.0 1.46 1.01 222.10 .644E+03 4.0 1.44 1.09 222.17 .826E+03 5.3 1.48 1.17 222.25 .102E+04 6.8 1.55 1.24 222.33 .122E+04 8.6 1.64 1.32 222.41 .142E+04 10.6 1.74 1.40 222.49 .163E+04 13.0 1.85 1.48 222.57 .185E+04 15.6 1.96 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 6921) 41.99 8.93 12.08 91.39 OUTFLOW: ID= 1 ( 6517) 41.99 8.49 12.17 91.39 TRAV.TIME (min) 13.70 8.63 6.53 5.14 4.37 3.86 3.50 3.22 2.99 2.80 2.65 2.65 2.70 2.62 2.50 2.36 2.23 2.10 1.98 <-pipe / channel-› MAX DEPTH MAX VEL (m) (m/s) 1.26 1.66 1.24 1.63 AREA QPEAK (ha) (cms) TOTAL HYD.(ID= 1): 42.81 8.63 ID= 2 ( 2)- : 29.23 2.71 12.17 ID= 3 ( 2) : 13.58 5.92 12.17 ID= 4 ( 2) 0.00 0.00 0.00 ID= 5 ( 2) 0.00 0.00 0.00 ID= 6 ( 2) 0.00 0.00 0.00 TPEAK R.V. (hrs) (mm) 12.17 91.64 91.64 91.64 0.00 0.00 0.00 CALIB STANDHYD ( 6152) Area ID= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.32 Imp(%)= 46.20 IMPERVIOUS 0.15 2.00 1.00 46.53 0.013 155.69 5.00 1,35 5,00 0.33 0.06 12.08 125.20 127.20 0.98 Dir. Conn.(%)= 41.30 PERVIOUS (i) 0.17 4.16 2.00 40.00 0.250 137.98 10.00 (ii) 7.56 10.00 0.13 0.05 12.08 87.25 127.20 0.69 (ii) ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.112 (iii) 12.08 102.91 127.20 0.81 1 ADD HYD ( 6933)1 D + 2 ID1= 1 ( 6152): + ID2= 2 ( 6801): AREA (ha) 0.32 13.58 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.112 12.08 102.91 5.920 12.17 91.64 ID = 3 ( 6933): 13.90 5.977 12.17 91.90 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6525)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( Distance Elevation 0.00 222.72 1.00 222.28 1.1) Manning 0.0350 0.0350 1 CALIB 1 STANDHYD ( 6140) Area (ha)= 0.82 1ID= 1 DT= 5.0 min Total Imp(%)= 51.80 Dir. Conn.(%)= 44.50 IMPERVIOUS Surface Area (ha)= 0.42 Dep. Storage (mm)= 2.00 Average slope (%)= 1.00 Length (m)= 73.94 Mannings n = 0.013 Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 storage Coeff. (min)= 1.79 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)- 0.32 PEAK FLOW (cms)= 0.16 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 PERVIOUS (1) 0.40 3.87 2.00 40.00 0.250 145.40 10.00 (ii) 7.86 (ii) 10.00 0.13 0.13 12.08 87.34 127,20 0,69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.284 (iii) 12.08 104.19 127.20 0.82 1 ADD HYD ( 6932)1 1 + 2 = 3 ID1= 1 ( 6140): + ID2= 2 ( 6517): AREA (ha) 0.82 41.99 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.284 12.08 104.19 8.491 12.17 91.39 ID = 3 ( 6932): 42.81 8.634 12.17 91.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 DIVERTHYD( 6801)1 IN= 1 # OUT= 5 outflow / Inflow Relationships Flow 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 1.10 0.00 0.00 0.00 0.00 1.10 1.30 0.34 0.00 0.00 0.00 1.64 1.38 0.87 0.00 0.00 0.00 2.24 1.43 1.32 0.00 0.00 0.00 2.75 1.60 3.66 0.00 0.00 0.00 5.26 1.97 4.30 0.00 0.00 0.00 6.27 2.00 221.41 0.0350 3.00 220.60 0.0350 4.00 220.23 0.0350 5.00 220.13 0.0350 6.00 220.08 0.0350 7.00 220.01 0.0350 8.00 219.90 0.0350 /0.0400 9.00 219.80 0.0400 10.00 219.71 0.0400 11.00 219.81 0.0400 12.00 220.06 0.0400 13.00 220.26 0.0400 14.00 220.34 0.0400 /0.0200 15.00 220.34 0.0200 16.00 220.35 0.0200 17.00 220.38 0.0200 18.60 220.37 0.0200 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.03 219.74 .161E+01 0.0 0.23 0.06 219.77 .646E+01 0.0 0.36 0.09 219.80 .145E+02 0.0 0.48 0.12 219.83 .252E+02 0.1 0.60 0.15 219.87 .379E+02 0.2 0.71 0.18 219.90 .526E+02 0.3 0.81 0.22 219.93 .726E+02 0.5 0.96 0.26 219.97 .953E+02 0.7 1.08 0.29 220.01 .121E+03 0.9 1.19 0.33 220.04 .149E+03 1.3 1.29 0.37 220.08 .181E+03 1.6 1.37 0.40 220.12 .217E+03 2.0 1.44 0.44 220.15 .258E+03 2.6 1.51 0.48 220.19 .302E+03 3.1 1.58 0.51 220.23 .350E+03 3.8 1.66 0.55 220.26 .400E+03 4.6 1.75 0.59 220.30 .452E+03 5.3 1.79 0.62 220.34 .508E+03 6.2 1.85 0.66 220.37 .575E+03 7.3 1.94 Main Channel Main Channel Main Channel Main Channel Main channel Main Channel Main Channel <---- hydrograph ----> AREA QPEAK TPEAK R.V. INFLOW : ID= 2 ( 6933) 13.90 5.98 (hrs)21 91.90 OUTFLOW: ID= 1 ( 6525) 13.90 6.12 12.17 91.90 TRAV.TIME (min) 11.13 7.01 5.33 4.20 3.56 3.14 2.65 2.34 2.13 1.97 1.85 1.77 1.68 1.60 1.53 1.45 1.42 1.37 1.31 <-pipe / channel-> MAX DEPTH MAX VEL 0.62 (1.84 0.62 1.85 1 CAL I STANDHYD ( 6151) Area (ha)= 1.37 1ID- 1 DT= 5.0 min Total Imp(%)= 60.30 Dir. Conn.(%!= 33.11 Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) IMPERVIOUS 0.83 2.00 1.00 95.60 0.013 PERVIOUS (1) 0.54 3.20 2.00 40.00 0.250 155.69 234.57 5.00 10.00 Storage Coeff. (min)= 2.08 (ii) 7.10 (ii) Unit Hyd. Tpeak (min)= 5.00 10.00 Unit Hyd. peak (cms)- 0.31 0.14 PEAK FLOW (cms)= 0.20 0.29 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 99.12 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.78 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.490 (iii) 12.08 107.75 127.20 0.85 ADD HYD ( 6927)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) I01= 1 ( 6151): 1.37 0.490 12.08 107.75 + ID2= 2 ( 6525): 13.90 6.122 12.17 91.90 ID = 3 ( 6927): 15.27 6.424 12.17 93.32 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6927)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 6927): 15.27 6.424) 12.17cms rs) 93.32) + IO2= 2 ( 6526): 145.71 12.968 12.33 77.69 ID = 1 ( 6927): 160.99 18.525 12.17 79.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6524)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 58.77 212.67 0.0600 59.06 212.66 0.0600 64.06 211.52 0.0600 64.60 210.65 0.0600 /0.0350 Main Channel 66.55 210.00 0.0350 Main channel 66.85 210.00 0.0350 Main Channel 68.80 210.65 0.0350 /0.0600 Main Channel 69.12 211.04 0.0600 70.66 211.26 0.0600 72.17 211.65 0.0600 73.64 212.07 0.0600 74.60 212.13 0.0600 76.13 212.12 0.0600 77.77 212.16 0.0600 79.44 212.30 0.0600 (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DIVERTHYD( 6802)1 IN= 1 # OUT= 5 outflow / Inflow Relationships Flow 1 + F1oW 2 + Flow 3 + Flow 4 + F1oW 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.16 1.60 0.01 0.00 0.00 0.00 1.61 1.75 0.07 0.00 0.00 0.00 1.82 1.98 0.20 0.00 0.00 0.00 2.18 2.09 0.36 0.00 0.00 0.00 2.45 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) TOTAL HYD.(ID= 1): 12.76 4.11 12.08 99.55 ID= 2 ( 2) : 12.13 3.50 12.08 99.55 ID= 3 ( 2) 0.63 0.61 12.08 99.55 ID= 4 ( 2) 0.00 0.00 0.00 0.00 ID= 5 ( 2) 0.00 0.00 0.00 0.00 ID= 6 ( 2) 0.00 0.00 0.00 0.00 ROUTE CHN( 6522)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 213.54 0.0200 1.00 213.55 0.0200 2.00 213.53 0.0200 3.00 213.48 0.0200 /0.0400 Main Channel 4.00 213.44 0.0400 Main Channel 5.00 213.30 0.0400 Main channel 6.00 212.96 0.0400 Main Channel 7.00 212.82 0.0400 Main Channel 8.00 213.35 0.0400 Main channel 9.00 213.58 0.0400 /0.0400 Main Channel 10.00 213.60 0.0400 11.00 213.60 0.0400 12.80 213.60 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 212.86 .137E+01 0.0 0.24 15.24 0.07 212.89 .550E+01 0.0 0.38 9.60 0.11 212.93 .124E+02 0.0 0.50 7.33 0.15 212.97 .219E+02 0.1 0.62 5.92 0.18 213.00 .332E+02 0.1 0.75 4.90 0.22 213.04 .460E+02 0.2 0.86 4.27 0.26 213.08 .601E+02 0.3 0.96 3.82 0.29 213.12 .757E+02 0.4 1.05 3.49 0.33 213.15 .927E+02 0.5 1.14 3.23 81.37 83.13 85.02 86.21 87.09 212.42 212.46 212.57 212.59 212.62 0.0600 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.13 210.13 .274E+02 0.1 0.77 6.63 0.26 210.26 .859E+02 0.3 1.14 4.47 0.39 210.39 .175E+03 0.8 1.45 3.52 0.52 210.52 .296E+03 1.7 1.73 2.95 0.65 210.65 .447E+03 2.9 1.98 2.57 0.79 210.79 .632E+03 5.1 2.47 2.06 0.93 210.93 .826E+03 7.8 2.89 1.76 1.07 211.07 .103E+04 11.0 3.26 1.57 1.21 211.21 .127E+04 14.6 3.52 1.45 1.35 211.35 .155E+04 18.9 3.72 1.37 1.49 211.49 .186E+04 23.7 3.89 1.31 1.64 211.64 .220E+04 29.0 4.03 1.27 1.78 211.78 .260E+04 35.1 4.13 1.23 1.92 211.92 .304E+04 41.9 4.22 1.21 2.06 212.06 .353E+04 49.4 4.29 1.19 2.20 212.20 .415E+04 56.3 4.15 1.23 2.34 212.34 .494E+04 66.1 4.09 1.25 2.48 212.48 .586E+04 76.6 4.00 1.27 2.62 212.62 .695E+04 88.9 3.91 1.30 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6927) 160.99 18.53 12.17 79.17 1.34 3.70 OUTFLOW: ID= 1 ( 6524) 160.99 18.41 12.25 79.17 1.34 3.69 1 CALIB 1 STANDHYD ( 6133) Area (ha)= 12.76 1ID= 1 DT= 5.0 min Total Imp(%)= 42.70 Dir. Conn.(%)= 31.80 IMPERVIOUS PERVIOUS Surface Area (ha)= 5.45 7.31 Dep. Storage (mm)= 2.00 6.91 Average slope (%)= 3.75 2.00 Length (m)= 291.66 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cros)= (1 ) 155.69 152.69 5.00 10.00 2.74 (ii) 8.70 (ii) 5.00 10.00 0.29 0.12 PEAK FLOW (cms)= 1.75 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 2.36 12.08 87.59 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 4.111 (iii) 12.08 99.55 127.20 0.78 0.37 0.40 0.44 0.48 0.51 0.55 0.59 0.63 0.66 0.72 213.19 213.23 213.26 213.30 213.34 213.37 213.41 213.45 213.48 213.54 .111E+03 .131E+03 .152E+03 .175E+03 .200E+03 .227E+03 .258E+03 .292E+03 .333E+03 .412E+03 0.6 0.8 0.9 1.1 1.3 1.5 1.8 2.0 2.2 3.0 1.22 1.29 1.36 1.43 1.46 1.48 1.50 1.52 1.44 1.58 3.02 2.84 2.69 2.56 2.51 2.47 2.44 2.42 2.54 2.33 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6802) 12.13 3.50 12.08 99.55 0.67 1.46 OUTFLOW: ID= 1 ( 6522) 12.13 3.24 12.08 99.55 0.72 1.58 1 ADD HYD ( 6925)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 101= 1 ( 6522): 12.13 3.237 12.08 99.55 + 102= 2 ( 6524): 160.99 18.412 12.25 79.17 ID = 3 ( 6925): 173.12 21.368 12.17 80.60 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6521)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 211.26 0.1000 10.25 211.20 0.1000 29.17 204.77 0.1000 39.75 203.05 0.1000 54.02 202.26 0.1000 60.14 199.16 0.1000 /0.0350 main Channel 60.85 198.69 0.0350 Main Channel 61.54 198.75 0.0350 Main Channel 62.21 198.82 0.0350 Main Channel 62.86 198.95 0.0350 Main Channel 63.43 199.25 0.0350 /0.1000 Main channel 65.40 199.59 0.1000 70.90 201.28 0.1000 93.47 202.10 0.1000 97.58 202.88 0.1000 117.16 209.80 0.1000 129.92 209.50 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.47 199.16 .125E+03 2.4 2.49 0.88 1.02 199.70 .475E+03 14.0 3.89 0.57 1.56 200.25 .106E+04 35.5 4.42 0.50 2.10 200.79 .185E+04 67.1 4.80 0.46 2.65 201.34 .285E+04 107.9 5.01 0.44 3.19 201.88 .462E+04 159.8 4.57 0.48 3.74 202.42 .742E+04 244.0 4.34 0.51 4.28 202.97 .110E+05 362.7 4.34 0.51 4.83 203.51 .153E+05 529.0 4.55 0.48 5.37 204.06 .200E+05 731.2 4.83 0.46 5.91 204.60 .250E+05 968.1 5.11 0.43 6.46 205.15 .304E+05 1245.1 5.42 0.41 7.00 205.69 .359E+05 1558.9 5.73 0.38 7.55 206.23 .417E+05 1906.9 6.04 0.36 8.09 206.78 .478E+05 2289.0 6.33 0.35 8.63 207.32 .540E+05 2705.3 6.62 0.33 9.18 207.87 .605E+05 3156.0 6.89 0.32 9.72 208.41 .672E+05 3641.3 7.16 0.31 10.27 208.95 .741E+05 4161.6 7.42 0.30 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 6925) 173.12 21.37 12.17 80.60 1.20 4,06 ID= 1 ( 6521) 173.12 21.31 12.17 80.60 1.20 4.05 CALIB I STANDHYD ( 6132)1 Area (ha)= 6.17 ID= 1 DT= 5.0 min 1 Total Imp(%)= 40.70 Dir. Conn.(%)= 33.20 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.51 3.66 Dep. Storage (mm)= 2.00 5.88 Average Slope (%)= 1.25 2.00 Length (m)= 202.74 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 3.06 5.00 0.27 0.88 12.08 125.20 127.20 0.98 122.87 10.00 (ii) 9.56 (ii) 10.00 0.11 0.90 12.08 73.95 127.20 0.58 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 74.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.778 (iii) 12.08 90.97 127.20 0.72 IADD HYD ( 6924)1 1 + 2 = 3 1 ID1= 1 ( 6132): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 6.17 1.778 12.08 90.97 CALIB NASHYD ( 6137)1 ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.506 PEAK FLOW (cms)= 0.700 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 88.004 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.692 3.99 Curve Number (CN)- 84.0 4.46 # of Linear Res.(N)= 3.00 0.30 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 6138) Area (ha)= 5.29 ID= 1 DT= 5.0 min I Total Imp(%)= 40.80 Dir. Conn. (%)= 29.90 PERVIOUS (i) Surface Area (ha)= 3.13 Dep. Storage (mm)= 5.00 Average Slope (0= 2.00 Length (m)= 40.00 Mannings n = 0.250 Max.Eff.Inten.(mm/hr)= 155.69 152.62 over (min) 5.00 10.00 Storage Coeff. (min)= 2.56 (ii) 8.52 (ii) Unit Hyd. Tpeak (min)= 5.00 10.00 Unit Hyd. peak (cms)= 0.29 0.12 PEAK FLOW (cms)= 0.68 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 IMPERVIOUS 2.16 2.00 1,95 187,76 0.013 1.02 12.08 88.93 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.703 (iii) 12.08 99.77 127.20 0.78 CALIB STANDHYD ( 6139) Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) (ha)= 9.12 Imp(%)= 45.20 IMPERVIOUS 4.12 2.00 1.00 246.51 0.013 155.69 5.00 Dir. Conn.(%)= 36.50 PERVIOUS (i) 5.00 5.77 2.00 40.00 0.250 138.02 10.00 + IO2= 2 ( 6521): 173.12 21.311 12.17 80.60 ID = 3 ( 6924): 179.29 22.433 12.17 80.95 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6520)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 29.27 190.01 0.1000 31.55 191.35 33.65 191.42 36.80 190.84 45.16 185.43 47.73 184.75 49.93 184.25 51.43 184.75 55.72 185.45 77.83 186.10 82.05 185.68 84.78 186.01 94.68 185.81 98.90 187.04 103.11 186.26 123.11 186.55 128.32 187.48 134.66 186.90 138.82 187.01 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.25 184.50 .175E+03 0.2 0.99 12.81 0.50 184.75 .701E+03 1.4 1.57 8.07 0.89 185.14 .238E+04 7.3 2.34 5.41 1.28 185.54 .529E+04 17.5 2.51 5.03 1.68 185.93 .122E+05 33.8 2.10 6.00 2.07 186.32 .271E+05 1.88 6.72 2.46 186.71 .481E+05 17.79 /. 1.88 6.73 2.85 187.11 .728E+05 193.7 2.02 6.26 3.25 187.50 .101E+06 295.1 2.22 5.68 3.64 187.89 .130E+06 426.4 2.49 5.06 4.03 188.28 .159E+06 578.3 2.76 4.57 4.42 188,68 .188E+06 749.6 3.02 4.18 4.82 189.07 .217E+06 939.2 3.28 3.86 5.21 189.46 .247E+06 1146.5 3.52 3.59 5.60 189.85 .277E+06 1370.8 3.75 3.36 5.99 190.25 .307E+06 1609.7 3.98 3.18 6.39 190.64 .337E+06 1864.0 4.19 3.01 6.78 191.03 .368E+06 2131.7 4.39 2.88 7.17 191.42 .399E+06 2407.1 4.57 2.77 Main Channel Main Channel Main channel <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 6924) 179.29 22.43 12.17 80.95 OUTFLOW: ID= 1 ( 6520) 179.29 20.72 12.25 80.95 <-pipe / channel-> MAX DEPTH MAX VEL 1.40 (2.37 1.36 2.42 Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = ***** WARNING: STORAGE COEFF. 3.68 (ii) 9.88 (ii) 5.00 10.00 0.25 0.11 1.42 1.37 12.08 12.08 125.20 81.16 127.20 127.20 0.98 0.64 IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 78.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.794 (iii) 12.08 97.24 127.20 0.76 CALIB STANDHYD ( 6136) Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= 0.98 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 (ha)= 8.14 Imp(%)= 36.00 Dir. Conn.(%)= 28.00 IMPERVIOUS PERVIOUS 2.93 5.21 2.00 5.97 1.00 2.00 232.99 40.00 0.013 0.250 155.69 5.00 3.55 5.00 0.26 (i) 127.53 10.00 (ii) 9.96 (ii) 10.00 0.11 1.31 12.08 76.91 127.20 0.60 ***** WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 76.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.286 (iii) 12.08 90.43 127.20 0.71 ADD HYD ( 6920)1 1 + 2 = 3 ID1= 1 ( 6136): + ID2= 2 ( 6137): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 8.14 2.286 12.08 90.43 3.99 0.700 12.25 88.00 ID = 3 ( 6920): 12.13 2.832 12.08 89.63 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 12.00 13.00 14.00 17.00 19.00 211.93 211.92 212.06 213.67 213.74 0.0400 0.0400 0.0400 0.0400 /0.0200 0.0200 Main Channel Main Channel Main Channel Main Channel I ADD HYD ( 6920)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. ID1= mm 3 ( 6920): 12.13 2.832) 12.08cms rs) 89.63) + ID2= 2 ( 6138): 5.29 1.703 12.08 99.77 ID = 1 ( 6920): 17.42 4.535 12.08 92.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 6920)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6920): 17.42 4.535 12.08 92.71 + ID2= 2 ( 6139): 9.12 2.794 12.08 97.24 ID = 3 ( 6920): 26.53 7.329 12.08 94.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 6408) IN= 2---> OUT= 1 DT= 5.0 min OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.3847 0.1908 0.0060 0.0111 0.4783 0.2248 0.0170 0.0222 0.5784 0.2604 0.0312 0.0336 0.6520 0.2975 0.0481 0.0450 0.7312 0.3363 0.0672 0.0566 0.8811 0.3766 0.0883 0.0683 1.0832 0.4185 0.1489 0.0978 1.3323 0.4621 0.2193 0.1276 1.6259 0.5072 0.2981 0.1584 1.9629 0.5539 AREA QPEAK TPEAK R.V. a )INFLOW : ID= 2 ( 6920) 26.533 (cms7.329 (.rs12.08 (9m4.27 OUTFLOW: ID= 1 ( 6408) 26.533 3.289 12.25 94.25 PEAK FLOW REDUCTION [QoUt/Qin](%)= 44.87 TIME SHIFT OF PEAK FLOW (min)= 10.00 MAXIMUM STORAGE USED (ha.m.)= 0.7418 1 ROUTE CHN( 6514)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 214.23 0.0400 2.00 214.04 0.0400 3.00 214.06 0.0400 5.00 214.22 0.0400 6.00 214.13 0.0400 7.00 213.80 0.0400 /0.0400 Main Channel 10.00 212.22 0.0400 Main Channel 11.00 212.02 0.0400 Main channel < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 211.73 .197E+02 0.0 0.42 19.71 0.17 211.81 .789E+02 0.1 0.67 12.42 0.25 211.90 .177E+03 0.3 0.88 9.47 0.34 211.98 .310E+03 0.7 1.10 7.54 0.42 212.06 .470E+03 1.2 1.30 6.40 0.50 212.15 .656E+03 1.9 1.47 5.66 0.59 212.23 .871E+03 2.8 1.62 5.13 0.67 212.31 .111E+04 3.9 1.76 4.71 0.75 212.40 .139E+04 5.3 1.90 4.38 0.84 212.48 .169E+04 6.8 2.01 4.14 0.92 212.57 .203E+04 8.6 2.10 3.95 1.01 212.65 .241E+04 10.7 2.22 3.74 1.09 212.73 .282E+04 13.2 2.33 3.56 1.17 212.82 .326E+04 16.0 2.45 3.40 1.26 212.91 .386E+04 20.0 2.59 3.21 1.35 213.00 .459E+04 24.8 2.69 3.09 1.44 213.09 .533E+04 30.2 2.82 2.95 1.53 213.17 .621E+04 36.3 2.91 2.85 1.62 213.26 .718E+04 43.6 3.03 2.74 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6801) 29.23 2.71 12.17 91.64 0.58 1.60 OUTFLOW: ID= 1 ( 6516) 29.23 2.55 12.17 91.63 0.56 1.57 1 STLIB ANDHYD ( 6135)1 Area (ha)= 2.47 ID= 1 DT= 5.0 min I Total Imp(%)= 54.00 Dir. Conn.(%)= 43.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.33 1.14 Dep. storage (mm)= 2.00 5.00 Average Slope (%)= 1.30 2.00 Length (m)= 128.32 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 115.63 5.00 10.00 2.30 (Ti) 8.96 (ii) 5.00 10.00 0.30 0.12 0.46 12.08 125.20 127.20 0.98 0.27 12.08 63.61 127.20 0.50 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.725 (iii) 12.08 90.09 127.20 0.71 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 212.01 .231E+02 0.0 0.04 64.44 0.18 212.10 .672E+02 0.0 0.07 39.55 0.28 212.20 .121E+03 0.1 0.09 29.98 0.37 212.29 .184E+03 0.1 0.11 24.40 0.46 212.38 .251E+03 0.2 0.12 20.91 0.55 212.47 .323E+03 0.3 0.14 18.57 0.65 212.56 .401E+03 0.4 0.15 16.86 0.74 212.66 .483E+03 0.5 0.17 15.55 0.83 212.75 .570E+03 0.7 0.18 14.50 0.92 212.84 .662E+03 0.8 0.19 13.63 1.01 212.93 .759E+03 1.0 0.20 12.91 1.11 213.03 .860E+03 1.2 0.21 12.28 1.20 213.12 .967E+03 1.4 0.22 11.74 1.29 213.21 .108E+04 1.6 0.23 11.26 1.38 213.30 .120E+04 1.8 0.24 10.83 1.48 213.39 .132E+04 2.1 0.25 10.45 1.57 213.49 .144E+04 2.4 0.25 10.10 1.66 213.58 .158E+04 2.7 0.26 9.78 1.75 213.67 .171E+04 3.0 0.27 9.49 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6408) 26.53 3.29 12.25 94.25 1.72 0.27 OUTFLOW: ID= 1 ( 6514) 26.53 1.93 12.83 94.18 1.75 0.27 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. ROUTE CHN( 6516)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 212.90 0.0500 2.00 212.88 0.0500 4.00 212.84 0.0500 5.00 212.82 0.0500 /0.0400 7.00 212.55 0.0400 8.00 212.44 0.0400 10.00 212.11 0.0400 11.00 211.92 0.0400 13.00 211.64 0.0400 14.00 211.89 0.0400 15.00 212.35 0.0400 16.00 212.80 0.0400 17.00 213.18 0.0400 /0.0400 18.00 213.26 0.0400 19.00 213.20 0.0400 20.00 213.11 0.0400 23.00 213.09 0.0400 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel 1 CAANDLIB I ST HYD ( 6134) Area (ha)= 3.16 IID= 1 DT= 5.0 min Total Imp(%)= 51.30 Dir. Conn.(%)= 32.00 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.62 1.54 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.60 2.00 Length (m)= 145.07 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= 155.69 171.15 5.00 10.00 2.32 (ii) 8.02 (ii) 5.00 10.00 0.30 0.13 PEAK FLOW (cms)= 0.44 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.57 12.08 84.40 127.20 0.66 **** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 76.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.007 (iii) 12.08 97.45 127.20 0.77 1 ADD HYD ( 6919)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 1 ( 6134): 3.16 1.007 12.08 97.45 + ID2= 2 ( 6135): 2.47 0.725 12.08 90.09 ID = 3 ( 6919): 5.63 1.732 12.08 94.22 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6919)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. a) cms rs mm ID1= 3 ( 6919): 5.63 1.732) 12.08) 94.22) + ID2= 2 ( 6514): 26.53 1.926 12.83 94.18 ID = 1 ( 6919): 32.16 2.266 12.08 94.19 (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 64.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 6919)1 I 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6919): 32.16 2.266 12.08 94.19 + ID2= 2 ( 6516): 29.23 2.550 12.17 91.63 ID = 3 ( 6919): 61.39 4.346 12.08 92.97 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6513)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 210.69 0.1000 2.00 210.34 0.1000 6.00 209.53 0.1000 8.00 209.46 0.1000 11.00 209.09 0.1000 12.00 208.80 0.1000 16.00 208.76 0.1000 19.00 208.76 0.1000 /0.0500 Main channel 20.00 208.66 0.0500 Main Channel 21.00 208.37 0.0500 Main Channel 22.00 208.51 0.0500 Main Channel 23.00 208.64 0.0500 Main Channel 24.00 208.83 0.0500 /0.1000 Main Channel 26.00 208.80 0.1000 28.00 208.87 0.1000 30.00 208.86 0.1000 34.00 209.13 0.1000 36.00 209.38 0.1000 37.00 209.55 0.1000 40.00 209.86 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 208.44 .199E+02 0.0 0.46 22.08 0.16 208.52 .795E+02 0.1 0.72 13.94 0.24 208.60 .180E+03 0.3 0.95 10.67 0.32 208.68 .321E+03 0.6 1.13 8.90 0.39 208.76 .515E+03 1.1 1.27 7.93 0.47 208.84 .107E+04 2.1 1.18 8.57 0.55 208.92 .191E+04 3.8 1.20 8.44 0.63 209.00 .286E+04 6.1 1.29 7.82 0.71 209.07 .388E+04 9.0 1.40 7.21 0.79 209.15 .498E+04 12.4 1.50 6.71 0.87 209.23 .614E+04 16.3 1.61 6.27 0.95 209.31 .737E+04 20.8 1.71 5.90 1.03 209.39 .866E+04 25.8 1.81 5.58 1.10 209.47 .100E+05 31.3 1.90 5.32 1.18 209.55 .114E+05 37.1 1.96 5.14 1.26 209.63 .130E+05 43.9 2.05 4.92 1.34 209.71 .145E+05 51.2 2.14 4.72 1.42 209.79 .161E+05 59.2 2.22 4.55 1.50 209.86 .178E+05 67.6 2.30 4.39 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6919) 61.39 4.35 12.08 92.97 0.57 1.22 OUTFLOW: ID= 1 ( 6513) 61.39 3.95 12.33 92.97 0.56 1.20 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 181.46 .427E+02 0.0 0.15 22.74 0.16 181.54 .171E+03 0.2 0.23 14.33 0.23 181.62 .384E+03 0.6 0.30 10.93 0.31 181.70 .683E+03 1.3 0.37 9.03 0.39 181.77 .109E+04 2.2 0.39 8.41 0.48 181.86 .183E+04 4.1 0.44 7.51 0.56 181.95 .281E+04 7.6 0.53 6.18 0.65 182.04 .394E+04 12.6 0.63 5.21 0.74 182.12 .521E+04 19.0 0.72 4.57 0.83 182.21 .696E+04 24.3 0.69 4.77 0.91 182.30 .903E+04 35.2 0.77 4.28 1.00 182.39 .112E+05 48.7 0.86 3.85 1.09 182.47 .135E+05 64.3 0.94 3.51 1.18 182.56 .160E+05 81.8 1.02 3.25 1.26 182.65 .185E+05 101.2 1.09 3.04 1.35 182.74 .211E+05 122.6 1.15 2.86 1.44 182.82 .238E+05 146.0 1.22 2.72 1.53 182.91 .266E+05 171.3 1.28 2.59 1.61 183.00 .295E+05 198.6 1.33 2.48 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6906) 450.44 29.67 12.33 78.80 0.87 0.73 OUTFLOW: ID= 1 ( 6508) 450.44 29.30 12.42 78.80 0.87 0.73 1 CALIB 1 NASHYD ( 6108)1 Area (ha)= 6.21 Curve Number (CN)= 49.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.28 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.76 Unit Hyd Qpeak (cms)= 0.310 PEAK FLOW (cms)= 0.217 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 36.896 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.290 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 HY ADD D2 ( 6905) + = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6108): 6.21 0.217 12.83 36.90 + ID2= 2 ( 6508): 450.44 29.295 12.42 78.80 ID = 3 ( 6905): 456.65 29.469 12.42 78.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 21105) Area (ha)= 20.37 Curve Number (CN)= 81.0 1 ADD HYD ( 6906)1 1 1+ 2= 3 I AREA PEAK TPEAK R.V. a) ID1= 1 ( 6131): 47.84 2.062) 12.75cms rs) 43.82) + ID2= 2 ( 6509): 161.91 5.876 12.92 81.39 ID = 3 ( 6906): 209.76 7.887 12.92 72.82 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 6906) 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 6906): 209.76 7.887 12.92 72.82 + ID2= 2 ( 6513): 61.39 3.955 12.33 92.97 ID = 1 ( 6906): 271.15 11.433 12.83 77.38 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADDD +YD2 (= 3 6906) 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6906): 271.15 11.433 12.83 77.38 + ID2= 2 ( 6520): 179.29 20.720 12.25 80.95 ---------------------------------------------------- ID = 3 ( 6906): 450.44 29.665 12.33 78.80 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 184.67 0.1000 11.19 183.78 0.1000 16.12 184.08 0.1000 20.15 183.67 0.1000 24.06 183.65 0.1000 26.55 183.23 0.1000 48.18 183.03 0.1000 68.88 182.27 0.1000 75.29 181.84 0.1000 75.31 181.84 0.1000 /0.0350 Main Channel 82.67 181.77 0.0350 /0.1000 Main channel 85.03 182.27 0.1000 120.53 181.72 0.1000 122.90 181.96 0.1000 133.55 181.38 0.1000 157.22 181.84 0.1000 158.40 182.16 0.1000 183.73 182.13 0.1000 193.73 182.33 0.1000 220.00 183.00 0.1000 1ID= 1 DT= 5.0 min 1 Ia (mm)= 8.61 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.27 Unit Hyd Qpeak (cms)= 1.966 PEAK FLOW (cms)= 2.614 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 78.305 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.616 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 21504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 6.33 219.62 0.1000 11.49 219.75 0.1000 18.29 219.66 0.1000 29.84 219.96 0.1000 44.46 219.57 0.1000 52.22 217.02 0.1000 67.02 210.41 0.1000 73.24 206.05 0.1000 /0.0350 Main Channel 74.65 205.43 0.0350 Main Channel 77.13 205.94 0.0350 /0.1000 Main Channel 81.79 207.14 0.1000 83.19 207.63 0.1000 90.35 210.67 0.1000 100.26 213.84 0.1000 109.79 218.39 0.1000 119.12 219.47 0.1000 127.68 219.35 0.1000 137.01 219.45 0.1000 144.78 219.42 0.1000 150.00 219.27 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.51 205.94 .704E+03 2.0 2.15 5.89 1.25 206.68 .389E+04 21.1 4.11 3.08 1.98 207.42 .925E+04 59.2 4.85 2.61 2.72 208.16 .164E+05 116.9 5.40 2.34 3.46 208.89 .251E+05 194.3 5.86 2.16 4.20 209.63 .354E+05 292.2 6.26 2.02 4.94 210.37 .473E+05 411.4 6.60 1.91 5.67 211.11 .609E+05 550.3 6.86 1.84 6.41 211.84 .766E+05 714.3 7.07 1.79 7.15 212.58 .947E+05 906.6 7.26 1.74 7.89 213.32 .115E+06 1129.1 7.45 1.70 8.62 214.06 .137E+06 1386.1 7.66 1.65 9.36 214.80 .162E+06 1681.4 7.89 1.60 10.10 215.53 .188E+06 2009.8 8.12 1.56 10.84 216.27 .216E+06 2372.4 8.34 1.51 11.57 217.01 .245E+06 2770.5 8.56 1.48 12.31 217.75 .277E+06 3198.1 8.76 1.44 13.05 218.48 .311E+06 3649.2 8.91 1.42 13.79 219.22 .348E+06 4052.9 8.82 1.43 TRAVEL TIME TABLE <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 21105) 20.37 2.61 12.25 78.30 0.53 2.18 OUTFLOW: ID= 1 ( 21504) 20.37 2.50 12.33 78.30 0.53 2.17 CALIB NASHYD ( 21104)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 26.09 curve Number (cN)= 75.0 7.88 # of Linear Res.(N)= 3.00 0.26 unit Hyd Qpeak (cms)= 3.833 PEAK FLOW (cms)= 3.970 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 69.747 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.548 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 21904)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 21104): 26.09 3.970 12.17 69.75 + ID2= 2 ( 21504): 20.37 2.502 12.33 78.30 ID = 3 ( 21904): 46.46 6.345 12.25 73.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 21503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA Distance 41.45 43.97 46.22 52.93 53.99 58.50 59.99 62.23 62.91 73.40 75.31 76.34 77.05 78.46 79.88 81.31 86.32 89.89 97.05 107.78 FOR SECTION Elevation 185.27 185.01 184.91 184.71 184.72 184.90 185.07 185.11 184.98 185.42 185.16 185.14 184.99 184.79 184.97 185.22 185.43 185.71 185.09 185.61 ( 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main channel Main channel Main Channel 0.04 0.08 0.12 0.16 0.19 0.23 0.27 0.31 0.35 0.39 0.43 0.47 0.50 0.54 0.58 0.62 0.66 0.70 0.74 .861E+00 .239E+01 .432E+01 .654E+01 .897E+01 .116E+02 .143E+02 .171E+02 .199E+02 .228E+02 .256E+02 .284E+02 .311E+02 .337E+02 .361E+02 .384E+02 .403E+02 .418E+02 .427E+02 INFLOW : ID= 2 ( 21111) OUTFLOW: ID= 1 ( 21604) 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.8 2.0 2.1 2.2 2.2 2.1 1.28 2.00 2.58 3.06 3.49 3.86 4.18 4.47 4.72 4.93 5.12 5.27 5.38 5.46 5.50 5.50 5.44 5.30 1.30 0.83 0.65 0.54 0.48 0.43 0.40 0.37 0.35 0.34 0.33 0.32 0.31 0.31 0.30 0.30 0.31 0.31 4.83 0.34 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.53 2.06 12.08 73.97 0.61 5.50 7.53 2.01 12.08 73.97 0.59 5.50 CALIB 1 NASHYD ( 21110)1 ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.707 PEAK FLOW (cms)= 0.615 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 73.593 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.579 2.37 Curve Number (CN)= 81.0 8.09 # of Linear Res.(N)= 2.00 0.09 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE(. 21605)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 525.00 Length (m)= 136.17 slope (m/m)= 0.035 manning n = 0.009 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m,) (cros) (m/s) min 0.03 ,595E+00 0.0 1.43 1.59 0.06 ,165E+01 0.0 2.23 1.02 0.08 .299E+01 0.1 2.86 0.79 0.11 .452E+01 0.1 3.41 0.67 0.14 ,619E+01 0.2 3.88 0.59 0.17 .799E+01 0.3 4.29 0.53 0.19 .986E+01 0.3 4.65 0.49 0.22 .118E+02 0.4 4.97 0.46 0.25 .138E+02 0.5 5.25 0.43 DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.05 184.76 .376E+02 0.0 0.09 0.11 184.81 .129E+03 0.1 0.14 0.16 184.86 .282E+03 0.2 0.18 0.21 184.92 .499E+03 0.4 0.23 0.26 184.97 .766E+03 0.7 0.28 0.32 185.02 .108E+04 1.1 0.33 0.37 185.08 .146E+04 1.7 0.37 0.42 185.13 .192E+04 2.4 0.40 0.48 185.18 .247E+04 3.3 0.43 0.53 185.24 .309E+04 4.4 0.46 0.58 185.29 .380E+04 5.8 0.49 0.64 185.34 .460E+04 7.4 0.52 0.69 185.40 .547E+04 9.2 0.54 0.74 185.45 .642E+04 11.4 0.57 0.80 185.50 .741E+04 13.9 0.61 0.85 185.55 .845E+04 16.7 0.64 0.90 185.61 .952E+04 19.8 0.67 0.95 185.66 .106E+05 23.2 0.70 1.01 185.71 .118E+05 26.8 0.74 INFLOW ID= 2 ( 21904) OUTFLOW: ID= 1 ( 21503) AREA (ha) 46.46 46.46 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 6.35 12.25 73.50 5.47 12.42 73.49 TRAV.TIME (min) 60.58 39.59 29.86 23.60 19.11 16.41 14.61 13.53 12.54 11.67 10.98 10.40 9.91 9.40 8,86 8,41 8.01 7.64 7.31 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.60 0.50 0.57 0.48 1 CALIB 1 NASHYD ( 21111) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 2.571 PEAK FLOW (cms)= 2.061 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 73.965 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.581 7.53 Curve Number (CN)= 82.0 7.48 # of Linear Res.(N)= 2.00 0.08 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE( 21604)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 600.00 Length (m)= 99.98 Slope (m/m)= 0.018 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 737.20 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.06 DEPTH (m) TRAVEL TIME TABLE (mm)FOR FREE FLOW. (cms) VOLUME FLOW RATE VELOCITY (cu.m.) (cms) (m/s) TRAV.TIME min 0.28 0.30 0.33 0.36 0.39 0.41 0.44 0.47 0.50 0.53 .157E+02 0.6 .177E+02 0.7 .196E+02 0.8 .215E+02 0.9 .233E+02 1.0 .250E+02 1.1 .265E+02 1.2 .278E+02 1.2 .289E+02 1.3 .295E+02 1.2 INFLOW : ID= 2 ( 21110) OUTFLOW: ID= 1 ( 21605) AREA (ha) 2.37 2.37 5.49 0.41 5.69 0.40 5.86 0.39 5.98 0.38 6.07 0.37 6.12 0.37 6.12 0.37 6.05 0.38 5.89 0.39 5.37 0.42 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 0.62 12.08 73.59 0.27 5.44 0.60 12.08 73.59 0.27 5.41 1 ADD HYD ( 21909)1 1 + 2 = 3 ID1= 1 ( 21604): + 1D2= 2 ( 21605): AREA (ha) 7.53 2.37 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.013 12.08 73.97 0.601 12.08 73.59 ID = 3 ( 21909): 9.90 2.614 12.08 73.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 21603)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 750.00 DT= 5.0 min 1 Length (m)= 201.58 Slope (m/m)= 0.005 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1024.80 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.61 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.05 .335E+01 0.0 0.84 3.99 0.11 .933E+01 0.1 1.31 2.56 0.16 .168E+02 0.1 1,69 1.99 0.22 .255E+02 0.3 2,01 1.67 0.27 .349E+02 0.4 2.29 1.47 0.32 .450E+02 0.6 2.53 1.33 0.38 .556E+02 0.8 2.75 1.22 0.43 .665E+02 1.0 2.93 1.15 0.49 .776E+02 1.2 3.10 1.08 0.54 .887E+02 1.4 3.24 1.04 0.59 .998E+02 1.7 3.36 1.00 0.65 .111E+03 1.9 3.46 0.97 0.70 .121E+03 2.1 3.53 0.95 0.76 .131E+03 2.3 3.59 0.94 0.81 .141E+03 2.5 3.61 0.93 0.86 .149E+03 2.7 3.61 0.93 0.92 .157E+03 2.8 3.57 0.94 0.97 .163E+03 2.8 3.48 0.97 1.02 .166E+03 2.6 3.17 1.06 INFLOW : ID= 2 ( 21909) OUTFLOW: ID= 1 ( 21603) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 9.90 2.61 12.08 73.88 0.84 3.61 9.90 2.58 12.08 73.88 0.84 3.61 CALIB 1 NASHYD ( 21112)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 22.53 Curve Number (CN)- 81.0 7.36 # of Linear Res.(N)= 2.00 0.28 Unit Hyd Qpeak (cms)- 2.119 PEAK FLOW (cms)= 2.869 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 79.439 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.625 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE( 21602)1 IN= 2---> OUT= 1 DT= 5.0 min *** PIPE Number - 1.00 Diameter (mm)= 450.00 Length (m)= 128.43 Slope (m/m)= 0.015 Manning n = 0.009 WARNING: MINIMUM PIPE SIZE REQUIRED = 863.65 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.87 (cms) < TRAVEL TIME TABLE DEPTH VOLUME (m) (cu.m.) 0.05 .152E+01 0.09 .422E+01 0.14 .762E+01 0.18 .115E+02 0.23 .158E+02 0.27 .204E+02 0.32 .252E+02 0.36 .301E+02 0.41 .351E+02 0.45 .401E+02 0.50 .452E+02 0.55 .501E+02 0.59 .549E+02 0.64 .594E+02 0.68 .637E+02 0.73 .676E+02 0.77 .710E+02 0.82 .737E+02 0.86 .752E+02 INFLOW : ID= OUTFLOW: ID= FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) min 0.0 1.30 1.64 0.1 2.03 1.05 0.2 2.61 0.82 0.3 3.11 0.69 0.4 3.54 0.61 0.6 3.91 0.55 0.8 4.24 0.50 1.1 4.53 0.47 1.3 4.79 0.45 1.6 5.01 0.43 1.8 5.19 0.41 2.1 5.34 0.40 2.3 5.46 0.39 2.6 5.54 0.39 2.8 5.58 0.38 2.9 5.58 0.38 3.1 5.52 0.39 3.1 5.38 0.40 2.9 4.90 0.44 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 21112) 22.53 2.87 12.25 79.44 0.71 5.58 1 ( 21602) 22.53 2.86 12.25 79.44 0.70 5.58 Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 2.85 3.74 2.00 6.24 1.00 2.00 209.62 40.00 0.013 0.250 155.69 141.99 5.00 10.00 3.34 (ii) 9.47 (ii) 5.00 10.00 0.26 0.12 0.95 1.08 12.08 12.08 125.20 82.69 127.20 127.20 0.98 0.65 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.030 (iii) 12.08 97.01 127.20 0.76 1 ADD HYD ( 21907)1 1 + 2 = 3 1 ID1= 1 ( 21109): + ID2= 2 ( 21601): AREA (ha) 6.59 32.43 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.030 12.08 97.01 5.005 12.08 77.74 ID = 3 ( 21907): 39.02 7.035 12.08 81.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 21507)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <. DATA FOR SECTION ( Distance Elevation 0.00 221.80 2.00 221.69 4.00 221.49 6.00 221.20 8.00 220.80 10.00 220.17 12.00 219.45 16.00 217.91 20.00 216.45 22.00 215.66 24.00 215.29 25.00 215.36 27.00 215.74 29.00 216.74 31.00 217.97 33.00 218.96 35.00 219.88 38.00 220.67 41.00 221.35 1.1) Manning 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 /0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 /0.0500 0.0500 0.0500 0.0500 0.0500 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel 1 ADD HYD ( 21908) 1 1D + 2 ID1= 1 ( 21602): + ID2= 2 ( 21603): AREA (ha) 22.53 9.90 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.857 12.25 79.44 2.585 12.08 73.88 ID = 3 ( 21908): 32.43 5.050 12.08 77.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 21601)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 750.00 Length (m)= 131.21 Slope (m/m)= 0.006 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1267.65 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 5.05 (cms) < TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.07 .334E+01 0.0 1.06 0.13 .929E+01 0.1 1.66 0.20 .168E+02 0.3 2.14 0.27 .254E+02 0.5 2.54 0.33 .348E+02 0.8 2.89 0.40 .449E+02 1.1 3.20 0.47 .554E+02 1.5 3.47 0.53 .662E+02 1.9 3.70 0.60 .773E+02 2.3 3.91 0.67 .884E+02 2.8 4.09 0.73 .994E+02 3.2 4.24 0.80 .110E+03 3.7 4.36 0.87 .121E+03 4.1 4.46 0.93 .131E+03 4.5 4.53 1.00 .140E+03 4.9 4.56 1.07 .149E+03 5.2 4.56 1.13 .156E+03 5.4 4.51 1.20 .162E+03 5.4 4,39 1.27 .166E+03 5.1 4,00 <---- hydrograph AREA QPEAK TPEAK INFLOW : ID= 2 ( 21908) 32.43 (cms)50 (hrs) OUTFLOW: ID= 1 ( 21601) 32.43 5.00 12.08 TRAV.TIME min 2.06 1.32 1.02 0.86 0.76 0.68 0.63 0.59 0.56 0.53 0.52 0.50 0.49 0.48 0.48 0.48 0.48 0.50 0.55 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 77.74 1.04 4.56 77.74 1.04 4.56 1 CALIB 1 STANDHYD ( 21109) Area (ha)= 6.59 IID= 1 DT= 5.0 min Total Imp(%)= 43.30 Dir. Conn.(%)= 33.70 IMPERVIOUS PERVIOUS (i) 43.00 221.46 0.0500 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.29 215.58 .143E+03 0.9 1.40 2.73 0.58 215.87 .474E+03 4.8 2.32 1.65 0.87 216.16 .906E+03 12.2 3.09 1.24 1.16 216.45 .143E+04 23.0 3.70 1.03 1.45 216.74 .203E+04 37.5 4.23 0.90 1.74 217.03 .273E+04 56.3 4.73 0.81 2.03 217.33 .351E+04 79.4 5.19 0.74 2.32 217.62 .438E+04 107.2 5.62 0.68 2.61 217.91 .533E+04 139.9 6.03 0.64 2.97 218.26 .661E+04 196.7 6.83 0.56 3.32 218.62 .803E+04 263.6 7.54 0.51 3.68 218.97 .958E+04 340.4 8.17 0.47 4.04 219.33 .113E+05 427.8 8.73 0.44 4.39 219.68 .131E+05 526.3 9.24 0,41 4.75 220.04 .151E+05 636.0 9.70 0,39 5.10 220.39 .172E+05 758.0 10.11 0.38 5.46 220.75 .196E+05 893.8 10.49 0.37 5.81 221.10 .222E+05 1042.3 10.80 0.35 6.17 221.46 .251E+05 1199.5 10.99 0.35 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 21907) 39.02 7.04 12.08 81.00 0.67 2.51 ID= 1 ( 21507) 39.02 6.96 12.08 81.00 0.66 2.50 CALIB NASHYD ( 21107) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.513 PEAK FLOW (cms)- 0.477 (l) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 59.511 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.468 4.14 Curve Number (CN)= 69.0 9.80 # of Linear Res.(N)= 3.00 0.31 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STANDHYD ( 21108) 110= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 2.68 Total Imp(%)= 44.20 Dir. Conn.(%)= 33.10 (ha)= (mm)= (%) _ (m)= Max.Eff.Inten.(mm/hr)= IMPERVIOUS 1.19 2.00 3.60 133.72 0.013 PERVIOUS (l) 1.50 5.30 2.00 40.00 0.250 155.69 154.88 over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 5.00 10.00 1.73 (ii) 7.66 (ii) 5.00 10.00 0.32 0.13 0.38 0.51 12.08 12.08 125.20 89.05 127.20 127.20 0.98 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.898 (iii) 12.08 101.02 127.20 0.79 ROUTE CHN( 21510)1 IN= 2---> OUT= 1 Routing time step (min).= 5.00 <------ DATA Distance 0.00 8.98 11.92 15.50 20.23 21.41 23.62 24.95 30.12 39.94 43.12 47.59 49.32 53.91 57.95 61.70 72.75 FOR SECTION Elevation 222.36 222.45 222.57 221.93 220.12 219.46 219.14 219.46 220.47 221.61 221.82 222.09 222.18 222.20 222.20 222.29 222.49 ( 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.16 219.30 .403E+02 0.1 1.01 0.31 219.46 .161E+03 0.9 1.60 0.50 219.64 .383E+03 3.3 2.48 0.68 219.82 .673E+03 6.9 2.98 0.86 220.01 .103E+04 11.8 3.32 1.05 220.19 .145E+04 17.8 3.57 1.23 220.37 .195E+04 25.2 3.75 1.41 220.56 .253E+04 33.8 3.88 1.60 220.74 .321E+04 43.7 3.95 1.78 220.92 .401E+04 55.2 4.01 1.96 221.11 .491E+04 68.5 4.05 2.15 221.29 .592E+04 83.5 4.10 2.33 221.47 .705E+04 100.4 4.14 2.51 221.66 .828E+04 119.0 4.18 2.70 221.84 .967E+04 139.0 4.18 2.88 222.02 .112E+05 160.8 4.16 3.06 222.21 .131E+05 176.1 3.92 TRAV.TIME (min) 4.81 3.03 1.95 1.62 1.46 1.36 1.29 1.25 1.23 1.21 1.20 1.18 1.17 1.16 1.16 1.16 1.24 (m) 0.19 0.84 1.49 2.15 2.80 3.45 4.10 4.75 5.40 6.05 6.71 7.36 8.01 8.66 9.31 9.96 10.61 11.27 11.92 (m) 196.01 196.66 197.31 197.96 198.62 199.27 199.92 200.57 201.22 201.87 202.52 203.18 203.83 204.48 205.13 205.78 206.43 207.08 207.74 (cu.m.) .111E+03 .153E+04 .408E+04 .774E+04 .124E+05 .178E+05 .238E+05 .304E+05 .375E+05 .453E+05 .536E+05 .626E+05 .723E+05 .826E+05 .935E+05 .105E+06 .117E+06 .130E+06 .144E+06 INFLOW : ID= 2 ( 21906) OUTFLOW: ID= 1 ( 21506) AREA (ha) 45.84 45.84 (cms) (m/s) (min) 0.2 1.06 9.18 8.1 3.08 3.15 27.5 3.92 2.48 58.3 4.38 2.21 101.9 4.76 2.04 158.1 5.16 1.88 225.9 5.52 1.76 305.4 5.85 1.66 396.9 6.16 1.58 500.5 6.43 1.51 616.2 6.69 1.45 744.7 6.92 1.40 886.7 7.14 1.36 1042.6 7.35 1.32 1212.5 7.55 1.29 1397.2 7.74 1.25 1597.2 7.92 1.22 1812.6 8.10 1.20 2040.9 8.25 1.18 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 8.18 12.08 80.23 0.85 3.09 9.29 12.17 80.23 0.88 3.12 CALIB 1 NASHYD ( 21106)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 12.59 Curve Number (CN)= 60.0 9.33 # of Linear Res.(N)= 3.00 0.43 Unit Hyd Qpeak (cms)= 1.126 PEAK FLOW (cms)= 0.902 (1) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 48.370 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.380 () PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 21905)1 1+ 2= 3 ID1= 1 ( 21106): + ID2= 2 ( 21506): AREA (ha) 12.59 45.84 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.902 12.42 48.37 9.290 12.17 80.23 ID = 3 ( 21905): 58.43 9.988 12.17 73.36 3.25 222.39 .157E+05 199.5 3.70 3.43 222.57 .193E+05 232.9 3.50 INFLOW : ID= 2 ( 21108) OUTFLOW: ID= 1 ( 21510) AREA (ha) 2.68 2.68 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.90 12.08 101.02 0.87 12.08 101.01 1.31 1.38 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.31 1.60 0.31 1.58 ADD HYD ( 21906)1 1 + 2 = 3 ID1= 1 ( 21107): + ID2= 2 ( 21507): AREA (ha) 4.14 39.02 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.477 12.25 59.51 6.956 12.08 81.00 ID = 3 ( 21906): 43.16 7.306 12.08 78.94 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 21906)1 1 3 + 2 = 1 ID1= 3 ( 21906): + ID2= 2 ( 21510): AREA (ha) 43.16 2.68 QPEAK TPEAK R.V. (cms) (hrs) (mm) 7.306 12.08 78.94 0.870 12.08 101.01 ID = 1 ( 21906): 45.84 8.176 12.08 80.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 21506)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 0.00 216.90 32.00 215.95 36.31 215.41 40.67 214.37 49.79 210.31 55.86 207.04 62.59 202.19 66.98 198.40 71.43 196.31 73.09 195.82 74.43 196.01 79.71 198.26 87.61 204.64 92.72 208.55 101.92 210.66 110.90 209.22 138.43 207.88 143.47 207.81 151.10 208.39 DEPTH ELEV 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY TRAV.TIME Main Channel Main Channel Main Channel > Distance Elevation Manning 58.15 185.80 0.1000 59.47 185.76 0.1000 60.48 185.59 0.1000 61.33 185.16 0.1000 /0.0350 62.51 184.88 0.0350 63.33 184.83 0.0350 64.54 184.94 0.0350 64.93 185.13 0.0350 /0.1000 65.54 185.42 0.1000 65.98 185.49 0.1000 66.54 185.73 0.1000 67.02 185.85 0.1000 67.54 185.91 0.1000 71.86 185.54 0.1000 77.47 185.80 0.1000 107.77 184.99 0.1000 129.97 186.29 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu. (cms) (m/s) 0.05 184.88 .625E+0m.) 1 0.0 0.27 0.10 184.93 .222E+02 0.1 0.47 0.15 184.98 .438E+02 0.2 0.66 0.20 185.03 .773E+02 0.3 0.73 0.26 185.08 .139E+03 0.5 0.70 0.31 185.14 .228E+03 0.9 0.67 0.36 185.19 .347E+03 1.3 0.68 0.41 185.24 .493E+03 1.9 0.70 0.46 185.29 .667E+03 2.7 0.72 0.51 185.34 .869E+03 3.6 0.74 0.56 185.39 .110E+04 4.7 0.75 0.61 185.44 .135E+04 5.9 0.77 0.67 185.50 .164E+04 7.3 0.79 0.72 185.55 .196E+04 8.9 0.81 0.77 185.60 .231E+04 10.6 0.81 0.82 185.65 .271E+04 12.5 0.82 0.87 185.70 .315E+04 14.7 0.83 0.92 185.75 .363E+04 17.1 0.84 0.98 185.80 .417E+04 19.9 0.85 Main Channel Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 (. 21905) OUTFLOW: ID= 1 (. 21505) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 58.43 9.99 12.17 73.36 58.43 8.78 12.25 73.36 TRAV. TIME (min) 10.96 6.33 4.53 4.08 4.26 4.41 4.35 4.23 4.13 4.03 3.93 3.84 3.76 3.68 3.65 3.61 3.58 3.54 3.50 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.75 0.81 0.71 0.81 1 CALIB 1 NASHYD ( 21103) 110= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 5.01 Curve Number (CN) 7.19 # of Linear Res.(N)= 0.67 61.0 3.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 21505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 DATA FOR SECTION ( 1.1) Unit Hyd Qpeak (cms)= 0.287 PEAK FLOW (cms)= 0.275 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 50.998 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.401 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD 2 HYD ( 21903)= 3 1 ID1= 1 ( 21103): + ID2= 2 ( 21503): AREA (ha) 5.01 46.46 QPEAK TPEAK (cms) (hrs) 0.275 12.67 5.465 12.42 R.V. (mm) 51.00 73.49 ID = 3 ( 21903): 51.48 5.709 12.42 71.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 21903)1 3 + 2 = 1 ID1= 3 ( 21903): + IO2= 2 ( 21505): AREA (ha) 51.48 58.43 QPEAK TPEAK (cms) (hrs) 5.709 12.42 8.776 12.25 R.V. (mm) 71.30 73.36 ID = 1 ( 21903): 109.91 13.788 12.25 72.40 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 21502)1 IN= 2---> OUT= 1 I Routing time <------ DATA Distance 36.14 67.00 70.17 71.75 72.52 73.60 73.70 74.66 74.92 75.71 76.50 76.62 77.27 77.85 80.01 82.64 87.24 107.01 133.99 step (min)'= 5.00 FOR SECTION Elevation 180.65 180.62 180.88 180.86 180.77 180.32 180.28 179.82 179.78 179.81 180.20 180.28 180.56 180.59 180.87 180.89 181.01 180.56 180.64 1.1) Manning 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 /0.0350 0.0350 0.0350 0.0350 0.0350 0.0350 /0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 Main Main Main Main Main Main Channel Channel Channel Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 179.84 .161E+01 0.0 0.69 0.77 0.13 179.90 .418E+01 0.1 1.13 0.47 0.19 179.96 .726E+01 0.3 1.45 0.36 0.25 180.03 .109E+02 0.6 1.72 0.31 0.31 180.09 .149E+02 0.9 1.95 0.27 0.38 180.15 .196E+02 1.3 2.15 0.25 0.44 180.21 .247E+02 1.8 2.35 0.23 74.66 179.82 0.0350 74.92 179.78 0.0350 75.71 179.81 0.0350 76.50 180.20 0.0350 76.62 180.28 0.0350 /0.0800 77.27 180.56 0.0800 77.85 180.59 0.0800 80.01 180.87 0.0800 82.64 180.89 0.0800 87.24 181.01 0.0800 107.01 180.56 0.0800 133.99 180.64 0.0800 140.00 180.80 0.0800 Main Main Main Main Main Channel Channel Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 179.84 .877E+01 0.0 0.69 4.20 0.13 179.90 .227E+02 0.1 1.12 2.57 0.19 179.96 .395E+02 0.3 1.44 2.00 0.25 180.03 .590E+02 0.6 1.70 1.69 0.31 180.09 .812E+02 0.9 1.93 1.49 0.38 180.15 .106E+03 1.3 2.14 1.35 0.44 180.21 .134E+03 1.8 2.33 1.23 0.50 180.28 .164E+03 2.4 2.52 1.14 0.57 180.34 .200E+03 3.3 2.83 1.02 0.63 180.41 .238E+03 4.3 3.09 0.93 0.70 180.48 .281E+03 5.4 3.30 0.87 0.77 180.54 .327E+03 6.6 3.48 0.83 0.83 180.61 .463E+03 8.0 2.98 0.96 0.90 180.68 .101E+04 10.5 1.81 1.59 0.97 180.74 .197E+04 15.6 1.37 2.10 1.03 180.81 .303E+04 23.0 1.31 2.19 1.10 180.88 .416E+04 32.4 1.35 2.14 1.17 180.94 .538E+04 43.9 1.41 2.04 1.23 181.01 .668E+04 57.6 1.49 1.93 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 21902) 111.41 13.71 12.25 72.13 0.94 1.50 OUTFLOW: ID= 1 ( 21501) 111.41 13.17 12.33 72.13 0.94 1.54 CALIB I STANDHYD ( 21101)1 Area (ha)= 0.77 ID= 1 DT= 5.0 min I Total Imp(%)= 21.60 Dir. Conn.(%)= 20.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.17 0.60 Dep. Storage (mm)= 2.00 8.41 Average Slope (%)= 1.00 2.00 Length (m)= 71.47 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= 155.69 59.10 over (min) 5.00 15.00 Storage Coeff. (min)= 1.75 (ii) 10.46 (ii) Unit Hyd. Tpeak (min)= 5.00 15.00 Unit Hyd. peak (cms)= 0.32 0.09 '"TOTALS* 0.50 0.57 0.63 0.70 0.77 0.83 0.90 0.97 1.03 1.10 1.17 1.23 180.28 180.34 180.41 180.48 180.54 180.61 180.68 180.74 180.81 180.88 180.94 181.01 .302E+02 .367E+02 .439E+02 .517E+02 .601E+02 .852E+02 .196E+03 .348E+03 .509E+03 .680E+03 .870E+03 .107E+04 INFLOW : ID= 2 ( 21903) OUTFLOW: ID= 1 ( 21502) AREA (ha) 109.91 109.91 2.4 3.3 4.3 5.4 6.7 8.1 10.8 15.9 22.8 31.0 40.9 52.9 2.55 2.86 3.12 3.33 3.51 3.01 1.75 1.45 1.42 1.45 1.50 1.57 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 13.79 12.25 72.40 13.59 12.25 72.40 0.21 0.19 0.17 0.16 0.15 0.18 0.30 0.36 0.37 0.37 0.35 0.34 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.94 1.56 0.94 1.57 I CALIB 1 NASHYD ( 21102) Area (ha)= 1.50 Curve Number (CN)= 62.0 IID= 1 DT= 5.0 min Ia (mm)= 6.96 # of Linear Res.(N) 3.00 U.H. Tp(hrs)= 0.40 Unit Hyd Qpeak (cms)= 0.143 PEAK FLOW (cms)= 0.123 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 52.391 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.412 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 21902)1 I 1 + 2 = 3 I AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 21102): 1.50 0.123) 12.33) 52.39) + 102= 2 ( 21502): 109.91 13.592 12.25 72.40 ID = 3 ( 21902): 111.41 13.708 12.25 72.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 21501)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 25.00 180.70 0.0800 67.00 180.62 0.0800 70.17 180.88 0.0800 71.75 180.86 0.0800 72.52 180.77 0.0800 73.60 180.32 0.0800 73.70 180.28 0.0800 /0.0350 Main Channel PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.07 12.08 125.20 127.20 0.98 0.06 12.17 39.48 127.20 0.31 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN> = 51.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.119 (iii) 12.08 56.70 127.20 0.45 I ADD HYD ( 21901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V.. 1D1= 1 ( 21101): 0.77 0.119) 12.08) 56.7(m0 + 1D2= 2 ( 21501): 111.41 13.173 12.33 72.13 ID = 3 ( 21901): 112.18 13.222 12.33 72.02 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 22104) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 43.55 curve Number (cN)= 67.0 8.18 # of Linear Res.(N)= 2.00 0.34 Unit Hyd Qpeak (cms)= 3.315 PEAK FLOW (cms)= 3.315 (l) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 57.739 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.454 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 22502)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------> Distance Elevation Manning 21.78 181.10 0.0600 29.52 180.31 0.0600 33.17 180.22 0.0600 34.85 180.27 0.0600 37.72 180.19 0.0600 42.28 179.95 0.0600 54.13 179.89 0.0600 62.68 179.96 0.0600 69.03 179.92 0.0600 71.65 179.21 0.0600 /0.0350 72.04 178.88 0.0350 72.86 178.71 0.0350 74.28 178.78 0.0350 74.99 178.85 0.0350 Main Channel Main Channel Main Channel Main Channel Main Channel 75.65 78.05 81.05 89.94 94.18 98.43 179.17 179.66 179.75 179.89 180.07 180.52 0.0350 /0.0600 Main Channel 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE > (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 178.81 .206E+02 0.0 0.41 7.68 0.18 178.90 .674E+02 0.3 0.71 4.43 0.27 178.99 .123E+03 0.6 0.98 3.19 0.36 179.08 .183E+03 1.2 1.20 2.61 0.45 179.17 .248E+03 1.8 1.39 2.26 0.55 179.27 .326E+03 2.8 1.61 1.95 0.65 179.36 .418E+03 4.0 1.78 1.76 0.74 179.46 .526E+03 5.3 1.91 1.64 0.84 179.56 .649E+03 6.9 2.02 1.56 0.94 179.65 .787E+03 8.8 2.10 1.50 1.03 179.75 .962E+03 10.7 2.10 1.49 1.13 179.85 .123E+04 13.1 2.01 1.56 1.23 179.94 .169E+04 15.8 1.77 1.78 1.32 180.04 .260E+04 21.0 1.52 2.06 1.42 180.14 .360E+04 28.1 1.47 2.13 1.52 180.23 .465E+04 36.5 1.48 2.12 1.61 180.33 .582E+04 46.3 1.50 2.10 1.71 180.43 .707E+04 58.5 1.56 2.01 1.81 180.52 .834E+04 72.3 1.63 1.92 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 22104) 43.55 3.31 12.33 57.74 0.60 1.68 OUTFLOW: ID= 1 ( 22502) 43.55 3.32 12.33 57.74 0.60 1.69 CALIB 1 STANDHYD ( 22102) Area (ha)= 6.74 ID= 1 DT= 5.0 min 1 Total Imp(%)= 33.20 Dir. Conn.(%)= 24.40 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.24 4.50 Dep. Storage (mm)= 2.00 5.08 Average Slope (%)= 1.00 2.00 Length (m)= 212.00 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 71.41 5.00 15.00 3.36 (ii) 11.43 (ii) 5.00 15.00 0.26 0.09 0.71 12.08 125.20 127.20 0.98 0.55 12.17 43.38 127.20 0.34 `**** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 1.171 (iii) 12.08 63.34 127.20 0.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 22501)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 21.78 181.10 0.0600 29.52 180.31 0.0600 33.17 180.22 0.0600 34.85 180.27 0.0600 37.72 180.19 0.0600 42.28 179.95 0.0600 54.13 179.89 0.0600 62.68 179.96 0.0600 69.03 179.92 0.0600 71.65 179.21 0.0600 /0.0350 Main channel 72.04 178.88 0.0350 Main channel 72.86 178.71 0.0350 Main Channel 74.28 178.78 0.0350 Main Channel 74.99 178.85 0.0350 Main Channel 75.65 179.17 0.0350 /0.0600 Main Channel 78.05 179.66 0.0600 81.05 179.75 0.0600 89.94 179.89 0.0600 94.18 180.07 0.0600 98.43 180.52 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 178.81 .883E+01 0.1 0.62 2.19 0.18 178.90 .289E+02 0.4 1.07 1.26 0.27 178.99 .526E+02 1.0 1.48 0.91 0.36 179.08 .784E+02 1.8 1.82 0.74 0.45 179.17 .106E+03 2.8 2.10 0.64 0.55 179.27 .140E+03 4.2 2.43 0.55 0.65 179.36 .180E+03 6.0 2.69 0.50 0.74 179.46 .226E+03 8.0 2.88 0.47 0.84 179.56 .278E+03 10.5 3.04 0.44 0.94 179.65 .338E+03 13.2 3.17 0.43 1.03 179.75 .413E+03 16.2 3.17 0.42 1.13 179.85 .527E+03 19.8 3.04 0.44 1.23 179.94 .724E+03 23.9 2.67 0.51 1.32 180.04 .112E+04 31.7 2.30 0.59 1.42 180.14 .154E+04 42.4 2.22 0.61 1.52 180.23 .199E+04 55.1 2.24 0.60 1.61 180.33 .250E+04 69.7 2.26 0.60 1.71 180.43 .303E+04 88.2 2.35 0.57 1.81 180.52 .358E+04 108.9 2.46 0.55 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 22902) 60.40 4.96 12.08 58.05 0.59 2.53 OUTFLOW: ID= 1 ( 22501) 60.40 5.07 12.17 58.05 0.60 2.55 1 CALIB 1 STANDHYD ( 22103)1 Area (ha)= 10.11 IID= 1 DT= 5.0 min Total Imp(%)= 22.00 Dir. Conn.(%)= 17.00 IMPERVIOUS PERVIOUS Surface Area (ha)= 2.22 7.88 Dep. Storage (mm)= 2.00 8.87 Average Slope (%)= 1.00 2.00 Length (m)= 259.57 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- (i) 155.69 65.29 5.00 15.00 3.79 (ii) 12.16 (ii) 5.00 15.00 0.25 0.09 PEAK FLOW (cms)= 0.73 0.85 TIME TO PEAK (hrs)= 12.08 12.17 RUNOFF VOLUME (mm)= 125.20 41.65 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.33 ••••* WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! *••*** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.444 (iii) 12.08 55.86 127.20 0.44 1 ADD HYD ( 22902)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V.a) (cms rs . ID1= 1 ( 22102): 6.74 1.171) 12.08) 63.34 ) + ID2= 2 ( 22103): 10.11 1.444 12.08 55.86 ID = 3 ( 22902): 16.85 2.615 12.08 58.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 22902) 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 22902): 16.85 2.615 12.08 58.85 + ID2= 2 ( 22502): 43.55 3.318 12.33 57.74 ID = 1 ( 22902): 60.40 4.960 12.08 58.05 1 STANDHYD ( 22.101)1 Area (ha)= 0.41 1ID= 1 DT= 5.0 min I Total Imp(%)= 40.30 Dir. Conn.(%!= 30.10 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.16 0.24 Dep. Storage (mm)= 2.00 6.43 Average Slope (%)= 5.00 2.00 Length (m)= 52.20 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 78.83 5.00 10.00 0.89 (ii) 8.66 (ii) 5.00 10.00 0.34 0.12 PEAK FLOW (cms)- 0.05 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.04 12.08 46.01 127.20 0.36 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.092 (iii) 12.08 69.84 127.20 0.55 1 ADD HYD ( 22901)1 1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 22101): 0.41 0.092) 12.08cms rs) 69.84) + ID2= 2 ( 22501): 60.40 5.067 12.17 58.05 ID = 3 ( 22901): 60.81 5.111 12.17 58.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 31107) Area (ha)= 0.72 Curve Number (CN)= 85.0 1ID= 1 DT= 5.0 min 1 Ia (mm)= 7.53 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.07 Unit Hyd Qpeak (cms)= 0.372 PEAK FLOW (cms)- 0.237 (l) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 80.666 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.634 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 CALIB 1 NASHYD ( 31110) Area (ha)= 4.57 Curve Number (CN)= 84.0 IID= 1 DT= 5.0 min Ia (mm)= 7.62 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.12 Unit Hyd Qpeak (cms)= 1.467 PEAK FLOW (cms)= 1.383 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 83.962 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.660 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 31111) Area (ha)= 54.38 curve Number (CN)= 78.0 ID= 1 DT= 5.0 min Ia (mm)= 9.48 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 4.370 PEAK FLOW (cms)= 5.609 (7) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 72.778 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.572 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 31509)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 251.86 0.1000 14.94 250.63 0.1000 26.46 249.95 0.1000 34.36 249.55 0.1000 38.27 248.90 0.1000 46.08 247.54 0.1000 49.05 247.01 0.1000 51.94 246.47 0.1000 56.48 246.25 0.1000 60.94 245.41 0.1000 /0.0350 Main Channel 62.43 245.15 0.0350 Main channel 64.88 245.34 0.0350 /0.1000 Main Channel 70.41 246.15 0.1000 80.77 245.88 0.1000 96.90 245.73 0.1000 100.12 245.92 0.1000 106.77 246.16 0.1000 113.57 246.43 0.1000 126.60 246.28 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 245.20 .681E+01 0.0 0.70 7.89 0.09 245.25 .272E+02 0.1 1.11 4.97 0.14 245.29 .612E+02 0.3 1.46 3.79 0.19 245.34 .109E+03 0.6 1.77 3.13 0.25 245.40 .190E+03 1.3 2.32 2.39 Flow 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.03 0.17 0.01 0.00 0.00 0.00 0.18 0.29 0.18 0.00 0.00 0.00 0.47 0.35 0.37 0.00 0.00 0.00 0.72 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) TOTAL HYD.(ID= 1): 4.79 1.42 12.08 94.66 ID= 2 ( 2) ID= 4 ( 2) ID= 5 ( 2) ID= 6 ( 2) 3.57 1.22 0.00 0.00 0.00 0.70 0.73 0.00 0.00 0.00 12.08 12.08 0.00 0.00 0.00 94.66 94.66 0.00 0.00 0.00 1 ADD HYD ( 31913)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 31110): 4.57 1.383) 12.08cms rs) 83.96) + ID2= 2 ( 31509): 54.38 5.620 12.33 72.78 ID = 3 ( 31913): 58.95 6.292 12.17 73.65 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 31913)1 1 3+ 2= 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 31913): 58.95 6.292 12.17 73.65 + 102= 2 ( 31801): 1.22 0.725 12.08 94.66 ID = 1 ( 31913): 60.17 6.868 12.17 74.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 31508)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 230.91 0.0600 4.55 230.66 0.0600 6.21 230.50 0.0600 10.45 230.48 0.0600 11.16 230.40 0.0600 16.11 230.40 0.0600 28.84 230.16 0.0600 30.26 230.22 0.0600 30.97 230.21 0.0600 32.38 229.96 0.0600 34.93 228.73 0.0600 /0.0350 Main Channel 35.92 228.23 0.0350 Main Channel 37.33 228.58 0.0350 /0.0600 Main Channel 47.25 228.66 0.0600 47.94 228.73 0.0600 0.31 245.46 .287E+03 2.4 2.81 1.97 0.37 245.53 .401E+03 3.8 3.18 1.74 0.44 245.59 .529E+03 5.5 3.47 1.60 0.50 245.65 .674E+03 7.5 3.70 1.50 0.56 245.71 .835E+03 9.8 3.89 1.42 0.62 245.78 .105E+04 12.1 3.82 1.45 0.69 245.84 .144E+04 15.1 3.49 1.59 0.75 245.90 .200E+04 19.0 3.16 1.75 0.81 245.96 .268E+04 23.9 2.96 1.87 0.87 246.03 .346E+04 29.6 2.85 1.95 0.93 246.09 .434E+04 36.3 2.78 1.99 1.00 246.15 .532E+04 44.0 2.75 2.02 1.06 246.21 .637E+04 53.3 2.78 1.99 1.12 246.28 .746E+04 63.5 2.83 1.96 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 31111) 54.38 5.61 12.25 72.78 0.44 3.48 OUTFLOW: ID= 1 ( 31509) 54.38 5.62 12.33 72.78 0.44 3.48 CALIB STANDHYD ( 31112) 1ID= 1 DT= 5.0 min Area (ha)= 4.79 Total Imp(%)= 21.00 Dir. Conn.(%)= 16.00 IMPERVIOUS PERVIOUS Surface Area (ha)= 1.01 3.79 Dep. Storage (mm)= 2.00 7.61 Average Slope (%)= 1.00 2.00 Length (m)= 178.78 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- (i) 155.69 139.15 5.00 3.03 (ii) 10. 9.22 (ii) 5.00 10.00 0.27 0.12 PEAK FLOW (cms)= 0.33 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 1.09 12.08 88.85 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.423 (iii) 12.08 94.66 127.20 0.74 1 DIVERTHYD( 31801)1 1 IN= 1 # OUT= 5 outflow / Inflow Relationships 50.09 52.22 64.28 68.01 228.76 228.69 229.78 230.15 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 228.32 .287E+01 0.0 0.79 2.71 0.17 228.41 .115E+02 0.1 1.25 1.71 0.26 228.49 .258E+02 0.3 1.64 1.30 0.34 228.58 .459E+02 0.7 1.99 1.07 0.45 228.68 .154E+03 1.9 1.57 1.36 0.55 228.79 .363E+03 4.6 1.62 1.31 0.66 228.89 .619E+03 9.4 1.94 1.10 0.76 229.00 .894E+03 15.7 2.25 0.95 0.87 229.10 .119E+04 23.6 2.54 0.84 0.97 229.21 .150E+04 32.9 2.80 0.76 1.08 229.31 .183E+04 43.6 3.05 0.70 1.18 229.41 .218E+04 55.8 3.28 0.65 1.29 229.52 .255E+04 69.5 3.49 0.61 1.39 229.62 .293E+04 84.7 3.70 0.58 1.50 229.73 .334E+04 101.4 3.89 0.55 1.60 229.83 .376E+04 119.8 4.08 0.52 1.70 229.94 .420E+04 139.8 4.26 0.50 1.81 230.04 .466E+04 161.3 4.43 0.48 1.91 230.15 .514E+04 184.3 4.59 0.47 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 31913) 60.17 6.87 12.17 74.07 0.60 1.76 OUTFLOW: ID= 1 ( 31508) 60.17 6.92 12.17 74.07 0.60 1.76 ADD HYD ( 31912)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 31107): 0.72 0.237 12.08 80.67 + ID2= 2 ( 31508): 60.17 6.920 12.17 74.07 ID = 3 ( 31912): 60.89 7.024 12.17 74.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 31507)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 211.23 0.0600 4.55 210.87 0.0600 9.09 210.19 0.0600 15.20 209.23 0.0600 30.70 207.74 0.0600 40.35 208.61 0.0600 55.40 204.94 0.0600 56.10 204.76 0.0600 /0.0350 56.52 204.66 0.0350 Main Channel Main Channel 59.30 204.49 0.0350 Main Channel 61.10 204.80 0.0350 /0.0800 Main channel 62.44 205.17 0.0800 70.44 208.93 0.0800 74.44 211.87 0.0800 75.75 212.83 0.0800 79.26 215.59 0.0800 83.41 218.23 0.0800 103.58 217.81 0.0800 113.89 218.06 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.26 204.76 .541E+03 1.3 1.82 6.94 0.97 205.46 .453E+04 27.3 4.56 2.77 1.68 206.17 .110E+05 85.0 5.85 2.16 2.39 206.88 .198E+05 176.9 6.75 1.87 3.10 207.59 .310E+05 307.0 7.49 1.68 3.81 208.30 .471E+05 455.3 7.31 1.72 4.52 209.01 .727E+05 716.2 7.45 1.69 5.23 209.72 .103E+06 1094.3 8.03 1.57 5.94 210.43 .136E+06 1566.1 8.69 1.45 6.65 211.14 .173E+06 2108.8 9.22 1.37 7.35 211.85 .213E+06 2828.6 10.07 1.25 8.06 212.56 .253E+06 3661.8 10.96 1.15 8.77 213.27 .293E+06 4589.0 11.83 1.07 9.48 213.98 .335E+06 5606.1 12.67 0.99 10.19 214.68 .376E+06 6709.8 13.49 0.93 10.90 215.39 .418E+06 7897.8 14.28 0.88 11.61 216.10 .461E+06 9164.4 15.03 0.84 12.32 216.81 .504E+06 10511.4 15.76 0.80 13.03 217.52 .548E+06 11938.7 16.47 0.77 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 31912) 60.89 7.02 12.17 74.15 0.42 2.09 OUTFLOW: ID= 1 ( 31507) 60.89 6.47 12.33 74.15 0.40 2.06 CALIB NASHYD ( 31105)1 Area (ha)= 4.94 Curve Number (CN)- 51.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.38 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 0.597 PEAK FLOW (cms)- 0.353 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 39.444 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.310 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 31109) Area (ha)= 4.01 ID= 1 DT= 5.0 min Total Imp(%)= 46.20 Dir. Conn.(%)= 41.00 INFLOW : ID= 2 ( 31109) OUTFLOW: ID= 1 ( 31605) (ha) (cms) (hrs) (mm) (m) (m/s) 4.01 1.41 12.08 105.68 1.06 1.23 4.01 1.35 12.08 105.68 1.06 1.23 * WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB STANDHYD ( 31108) Area (ha)= 1.20 ID= 1 DT= 5.0 min I Total Imp(%)= 41.40 Dir. Conn.(%)= 36.60 IMPERVIOUS PERVIOUS (7) Surface Area (ha)= 0.50 0.70 Dep. Storage (mm)= 2.00 7.28 Average Slope (%)= 2.00 2.00 Length (m)= 89.47 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 142.35 5.00 10.00 1.63 (ii) 7.75 (ii) 5.00 10.00 0.32 0.13 0.19 12.08 125.20 127.20 0.98 0.22 12.08 89.64 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.411 (iii) 12.08 102.65 127.20 0.81 ROUTEPIPE( 31606)1 PIPE Number = 1.00 IN= 2---> OUT= 1 I Diameter (mm)= 450.00 1 DT= 5.0 min I Length (m)= 220.21 Slope (m/m)= 0.025 Manning n = 0.013 *** WARNING: MINIMUM PIPE SIZE REQUIRED = 529.99 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.70 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m,) (cms) (m/s) min 0.03 ,980E+00 0.0 0.84 4.37 0.06 ,273E+01 0.0 1.31 2.80 0.08 .492E+01 0.0 1.69 2.18 0.11 .744E+01 0.1 2.01 1.83 0.14 ,102E+02 0.1 2.28 1.61 0.17 .132E+02 0.2 2.52 1.45 0.20 .162E+02 0.2 2.74 1.34 0.22 .194E+02 0.3 2.93 1.25 0.25 .227E+02 0.3 3.09 1.19 IMPERVIOUS PERVIOUS Surface Area (ha)= 1.85 2.16 Dep. Storage (mm)= 2.00 6.95 Average Slope (%)= 3.16 2.00 Length (m)= 163.45 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (1) 155.69 147.37 5.00 2.03 (ii) 18.080.00 (ii) 5.00 10.00 0.31 0.13 PEAK FLOW (cms)= 0.71 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.69 12.08 92.12 127.20 0.72 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 86.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.405 (iii) 12.08 105.68 127.20 0.83 ROUTEPIPE( 31605)1 IN= 2---> OUT= 1 DT= 5.0 min I PIPE Number = 1.00 Diameter (mm)= 750.00 Length (m)= 97.34 Slope (m/m)= 0.003 Manning n = 0.024 WARNING: MINIMUM PIPE SIZE REQUIRED = 1289.21 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.41 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.07 .256E+01 0.0 0.29 5.67 0.14 .713E+01 0.0 0.45 3.63 0.20 .129E+02 0.1 0.57 2.82 0.27 .195E+02 0.1 0.68 2.38 0.34 .267E+02 0.2 0.78 2.09 0.41 .344E+02 0.3 0.86 1.89 0.47 .425E+02 0.4 0.93 1.74 0.54 .508E+02 0.5 1.00 1.63 0.61 .593E+02 0.6 1.05 1.54 0.68 .678E+02 0.8 1.10 1.47 0.75 .763E+02 0.9 1.14 1.42 0.81 .846E+02 1.0 1.17 1.38 0.88 .926E+02 1.1 1.20 1.35 0.95 .100E+03 1.3 1.22 1.33 1.02 .108E+03 1.4 1.23 1.32 1.09 .114E+03 1.4 1.23 1.32 1.15 .120E+03 1.5 1.21 1.34 1.22 .125E+03 1.5 1.18 1.37 1.29 .127E+03 1.4 1.08 1.51 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL 0.28 .259E+02 0.4 3.23 1.14 0.31 .292E+02 0.4 3.35 1.10 0.33 .323E+02 0.5 3.45 1.06 0.36 .354E+02 0.6 3.52 1.04 0.39 .384E+02 0.6 3.58 1.03 0.42 .411E+02 0.7 3.60 1.02 0.45 .437E+02 0.7 3.60 1.02 0.47 .459E+02 0.7 3.56 1.03 0.50 .476E+02 0.8 3.47 1.06 0.53 .486E+02 0.7 3.16 1.16 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 31801) 3.57 0.70 12.08 94.66 0.43 3.60 OUTFLOW: ID= 1 ( 31606) 3.57 0.69 12.08 94.66 0.43 3.60 ADD HYD ( 31910)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 31108): 1.20 0.411 12.08 102.65 + ID2= 2 ( 31605): 4.01 1.347 12.08 105.68 ID = 3 ( 31910): 5.21 1.758 12.08 104.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 31910)1 I 3+ 2= 1 I AREA QPEAK TPEAK R.V. ID1= 3 ( 31910): 5.21 1.758) 12.08cms rs) 104.98) + ID2= 2 ( 31606): 3.57 0.686 12.08 94.66 ID = 1 ( 31910): 8.78 2.444 12.08 100.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 31604)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 750.00 DT= 5.0 min I Length (m)= 455.82 Slope (m/m)= 0.008 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1050.29 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.44 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.06 .797E+01 0.0 0.75 10.13 0.11 .222E+02 0.1 1.17 6.49 0.17 .400E+02 0.1 1.51 5.05 0.22 .605E+02 0.2 1.79 4.24 0.28 .830E+02 0.4 2.04 3.73 0.33 .107E+03 0.5 2.25 3.37 0.39 .132E+03 0.7 2.44 3.11 0.44 .158E+03 0.9 0.50 .184E+03 1.1 0.55 .211E+03 1.3 0.61 .237E+03 1.6 0.66 .263E+03 1.8 0.72 .288E+03 2.0 0.77 .312E+03 2.2 0.83 .334E+03 2.4 0.88 .355E+03 2.5 0.94 .373E+03 2.6 1.00 .387E+03 2.6 1.05 .395E+03 2.4 INFLOW : ID= 2 ( 31910) OUTFLOW: ID= 1 ( 31604) AREA (ha) 8.78 8.78 2.61 2.91 2.76 2.75 2.88 2.63 2.99 2.54 3.08 2.47 3.15 2.42 3.19 2.38 3.22 2.36 3.21 2.36 3.18 2.39 3.10 2.45 2.82 2.69 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 2.44 12.08 100.78 0.86 3.21 2.37 12.08 100.78 0.83 3.22 CALIB STANDHYD ( 31113) Area ID= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha) - (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 8.72 Imp(%)= 44.00 Dir. Conn. (%)= 34.00 IMPERVIOUS 3.84 2.00 1.00 241.06 0.013 155.69 5.00 3.63 5.00 0.25 1.27 12.08 125.20 127.20 0.98 PERVIOUS (i) 4.88 6.10 2.00 40.00 0.250 153.71 10.00 (ii) 9.57 (ii) 10.00 0.11 1.53 12.08 89.61 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.801 (iii) 12.08 101.71 127.20 0.80 ROUTEPIPE(. 31603) PIPE Number - 1.00 IN= 2---> OUT= 1 Diameter (mm)= 900.00 DT= 5.0 min Length (m)= 340.99 Slope (m/m)= 0.006 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED 1166.51 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.80 (cms) 0.69 .231E+03 0.76 .257E+03 0.82 .281E+03 0.88 .304E+03 0.95 .326E+03 1.01 .346E+03 1.07 .364E+03 1.14 .378E+03 1.20 .385E+03 INFLOW : ID= 2 ( 31909) OUTFLOW: ID= 1 ( 31602) 6.2 7.1 8.0 8.7 9.4 10.0 10.4 10.5 9.8 9.17 9.44 9.65 9.79 9.86 9.86 9.75 9.50 0.62 0.60 0.59 0.58 0.58 0.58 0.58 0.60 8.66 0.66 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 17.50 5.07 12.08 101.24 0.61 8.72 17.50 5.09 12.08 101.24 0.61 8.72 CALIB 1 STANDHYD ( 31106)1 Area ID= 1 DT= 5.0 min I Total Surface Area Dep. Storage Average Slope Length Mannings n (ha) - (mm)= (%= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 10.49 Imp(%)= 28.00 Dir. Conn.(%)= 22.00 IMPERVIOUS PERVIOUS (i) 2.94 7.55 2.00 6.98 1,00 2.00 264.42 40.00 0.013 0.250 155.69 5.00 3.84 5.00 0.25 0.98 12.08 125.20 127.20 0.98 120.36 15.00 (ii) 10.39 (ii) 15.00 0.09 1.66 12.17 74.85 127.20 0.59 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 76.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.444 (iii) 12.08 85.93 127.20 0.68 ADD HYD ( 31908)1 D + 2 ID1= 1 ( 31105): + ID2= 2 ( 31106): AREA (ha) 4.94 10.49 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.353 12.25 39.44 2.444 12.08 85.93 INFLOW : ID= 2 ( 31113) OUTFLOW: ID= 1 ( 31603) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.06 .735E+01 0.0 0.70 8.16 0.12 .204E+02 0.1 1.09 5.23 0.18 .369E+02 0.2 1.40 4.06 0.25 .558E+02 0.3 1.66 3.42 0.31 .766E+02 0.4 1.89 3.00 0.37 .987E+02 0.6 2.09 2.72 0.43 .122E+03 0.8 2.27 2.50 0.49 .146E+03 1.0 2.43 2.34 0.55 .170E+03 1.3 2.56 2.22 0.61 .194E+03 1.5 2.68 2.12 0.68 .219E+03 1.8 2.78 2.05 0.74 .243E+03 2.0 2.86 1.99 0.80 .266E+03 2.3 2.92 1.95 0.86 .288E+03 2.5 2.96 1.92 0.92 .309E+03 2.7 2.99 1.90 0.98 .328E+03 2.9 2.99 1.90 1.04 .344E+03 3.0 2.95 1.92 1.11 .357E+03 3.0 2.88 1.98 1.17 .364E+03 2.8 2.62 2.17 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 8.72 2.80 12,08 101.71 0.96 2.99 8.72 2.70 12.08 101.71 0.92 2.99 I ADDD +YD2 ( 31909) 1 = 3 ID1= 1 ( 31603): + ID2= 2 ( 31604): AREA (ha) 8.72 8.78 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.700 12.08 101.71 2.373 12.08 100.78 ID = 3 ( 31909): 17.50 5.074 12.08 101.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 31602)1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)=1200.00 Length (m)= 340.78 Slope (m/m)= 0.063 Manning n = 0.013 < TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.06 .777E+01 0.1 2.30 0.13 .216E+02 0.2 3.59 0.19 .390E+02 0.5 4.62 0.25 .590E+02 1.0 5.49 0.32 .810E+02 1.5 6.25 0.38 .104E+03 2.1 6.91 0.44 .129E+03 2.8 7.50 0.51 .154E+03 3.6 8.01 0.57 .180E+03 4.5 8.46 0.63 .206E+03 5.3 8.84 TRAV.TIME min 2.47 1.58 1.23 1.03 0.91 0.82 0.76 0.71 0.67 0.64 1 ADD HYD ( 31908)1 1 3 + 2 = 1 ID1= 3 ( 31908): + ID2= 2 ( 31602): AREA (ha) 15.43 17.50 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.694 12.08 71.04 5.091 12.08 101.24 ID = 1 ( 31908): 32.92 7.784 12.08 87.09 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 31401)1 IN= 2---> OUT= 1 DT= 5.0 min 1 INFLOW : ID= 2 OUTFLOW: ID= 1 OVERFLOW IS OFF OUTFLOW (cms) 0.0000 31908) 31401) AREA (ha) 32.924 32.924 STORAGE OUTFLOW (cms) 00 10.0000 QPEAK TPEAK (cms) (hrs) 7.784 12.08 7.784 12.08 PEAK FLOW REDUCTION TIME SHIFT OF PEAK FLOW MAXIMUM STORAGE USED MAXIMUM STORAGE USED STORAGE (ha.m.) 0.0000 R.V. (mm) 87.09 87.09 [Qout/Qin](%)=100.00 (min)= 0.00 (ha.m,)= 0.0000 (cu.m,)= 0.000000 *** WARNING : HYDROGRAPH PEAK WAS NOT REDUCED. CHECK OUTFLOW/STORAGE TABLE OR REDUCE DT. ICALIB NASHYD ( 31104) IIC= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.473 PEAK FLOW (cms)= 0.550 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 66.525 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.523 5.80 Curve Number (CN)= 72.0 6.31 # of Linear Res.(N)= 3.00 0.47 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 31907)1 I 1 + 2 = 3 ID1= 1 ( 31104): + ID2= 2 ( 31401): AREA (ha) 5.80 32.92 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.550 12.42 66.52 7.784 12.08 87.09 ID = 3 ( 31907): 38.73 8.085 12.08 84.01 ID = 3 ( 31908): 15.43 2.694 12.08 71.04 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 31907)1 I 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 31907): + ID2= 2 ( 31507): (ha) (cms) (hrs) (mm) 38.73 8.085 12.08 84.01 60.89 6.472 12.33 74.15 ID = 1 ( 31907): 99.62 12.910 12.17 77.98 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 31506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 27.84 187.19 0.0600 32.85 186.92 0.0600 40.39 186.49 0.0600 43.99 186.46 0.0600 49.01 186.49 0.0600 50.91 186.24 0.0600 51.68 186.05 0.0600 51.75 186.01 0.0600 /0.0350 53.19 185.52 0.0350 54.21 185.70 0.0350 54.85 186.01 0.0350 /0.0800 56.22 186.36 0.0800 61.03 186.14 0.0800 67.49 186.27 0.0800 70.34 187.40 0.0800 73.54 187.66 0.0800 75.30 187.58 0.0800 78.99 188.12 0.0800 84.29 188.59 0.0800 89.93 190.03 0.0800 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 185.60 .245E+01 0.0 0.49 0.16 185.69 .980E+01 0.1 0.79 0.25 185.77 .213E+02 0.3 1.09 0.33 185.85 .357E+02 0.6 1.34 0.41 185.93 .528E+02 1.0 1.56 0.49 186.01 .728E+02 1.5 1.75 0.58 186.10 .985E+02 2.4 2.07 0.67 186.19 .140E+03 3.5 2.13 0.76 186.28 .230E+03 5.1 1.85 0.85 186.37 .356E+03 7.3 1.71 0.94 186.47 .496E+03 10.0 1.70 1.03 186.56 .701E+03 13.8 1.65 1.12 186.65 .927E+03 18.7 1.69 1.21 186.74 .117E+04 24.5 1.76 1.31 186.83 .142E+04 31.2 1.84 1.40 186.92 .169E+04 38.8 1.93 1.49 187.01 .197E+04 47.3 2.02 1.58 187.10 .227E+04 56.8 2.11 1.67 187.19 .258E+04 67.2 2.19 INFLOW : ID= 2 ( 31907) OUTFLOW: ID= 1 ( 31506) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 99.62 12.91 12.17 77.98 99.62 13.00 12.17 77.98 TRAV.TIME (min) 2.83 1.78 1.29 1.04 0.90 0.80 0.68 0.66 0.76 0.82 0.82 0.85 0.83 0.79 0.76 0.72 0.69 0.66 0.64 <-pipe / channel-> MAX DEPTH MAX VEL 1.01 (1.66 1.02 1.66 DEPTH (m) (cu.m.) 0.03 .353E+01 0.06 .981E+01 0.10 .177E+02 0.13 .268E+02 0.16 .367E+02 0.19 .473E+02 0.23 .584E+02 0.26 .699E+02 0.29 .815E+02 0.32 .932E+02 0.35 .105E+03 0.39 .116E+03 0.42 .127E+03 0.45 .138E+03 0.48 .148E+03 0.52 .157E+03 0.55 .165E+03 0.58 .171E+03 0.61 .175E+03 INFLOW : ID= 2 ( 31117) OUTFLOW: ID= 1 ( 31601) TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY (cms) (m/s) 0.0 2.03 0.1 3.17 0.1 4.09 0.2 4.86 0.3 5.53 0.5 6.11 0.7 6.63 0.8 7.09 1.0 7.48 1.2 7.83 1.4 8.12 1.6 8.35 1.8 8.54 2.0 8.66 2.2 8.73 2.3 8.72 2.4 2.4 2.3 > TRAV.TIME min 4.86 3.12 2.42 2.04 1.79 1.62 1.49 1.40 1.32 1.26 1.22 1.18 1.16 1.14 1.13 1.13 8.63 1.15 8.41 1.18 7.66 1.29 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 15.10 2.25 12.17 73.49 0.50 8.72 15.10 2.29 12.17 73.49 0.51 8.72 1 LIB 1 1 STANDHYD ( 31116)1 Area 1ID= 1 DT= 5.0 min 1 Total Surface Area (ha)- Dep. storage (mm)= Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 2.88 Imp(%)= 43.90 Dir. Conn.(%)= 42.40 IMPERVIOUS PERVIOUS (i) 1.26 1.61 2.00 5.99 6.80 2.00 138.49 40.00 0.013 0.250 155.69 5.00 1.46 5.00 0.33 0.53 12.08 125.20 127.20 0.98 107.51 10.00 (ii) 8.32 (ii) 10.00 0.13 0.36 12.08 70.72 127.20 0.56 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.892 (iii) 12.08 93.82 127.20 0.74 CALIB NASHYD ( 31114) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.326 PEAK FLOW (cms)= 0.212 (l) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 51.665 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.406 1.54 Curve Number (CN)= 61.0 5.98 # of Linear Res.(N)= 3.00 0.18 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 31115) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.659 PEAK FLOW (cms)= 0.484 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 51.604 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.406 4.36 Curve Number (CN)= 61.0 6.23 # of Linear Res.(N)= 3.00 0.25 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 31117) 11D= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.931 15.10 Curve Number (CN)= 79.0 9.81 # of Linear Res.(N)= 2.00 0.20 PEAK FLOW (cms)- 2.253 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 73.487 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.578 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE( 31601)1 PIPE Number = 1.00 IN= 2---> OUT= 1 I! Diameter (mm)= 450.00 DT= 5.0 min Length (m)= 593.77 Slope (m/m)= 0.058 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 612.15 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.25 (cms) 1 ADD HYD ( 31906)1 1 1 + 2 = 3 AREA WEAK (ha) (cms) ID1= 1 ( 31116): 2.88 0.892 + ID2= 2 ( 31601): 15.10 2.286 --------------_------------------- ID = 3 ( 31906): 17.98 2.925 12.08 76.74 TPEAK (hrs) 12.08 12.17 R.V. (mm) 93.82 73.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 31505)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH (m) 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 ELEV VOLUME (m) (cu.m.) 0.10 .340E+01 0.20 .136E+02 0.30 .306E+02 0.40 .545E+02 0.50 .851E+02 0.60 .123E+03 0.70 .167E+03 0.80 .218E+03 0.90 .276E+03 1.00 .340E+03 1.11 .422E+03 1.22 .517E+03 1.33 .624E+03 1.44 .744E+03 1.56 .876E+03 1.67 .102E+04 1.78 .118E+04 1.89 .135E+04 2.00 .153E+04 INFLOW : ID= 2 ( 31906) OUTFLOW: ID= 1 ( 31505) AREA (ha) 17.98 17.98 Main Channel Main Channel Main Channel TRAVEL TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 0.0 0.19 7.47 0.0 0.30 4.70 0.1 0.40 3.59 0.3 0.48 2.96 0.6 0.56 2.55 0.9 0.63 2.26 1.4 0.70 2.04 1.9 0.76 1.87 2.7 0.82 1.73 3.5 0.88 1.61 4.9 0.99 1.43 6.5 1.08 1.32 8.4 1.14 1.24 10.4 1.19 1.19 12.6 1.23 1.16 15.1 1.26 1.13 17.8 1.29 1.10 20.7 1.31 1.08 23.9 1.33 1.07 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.93 12.08 76.74 2.82 12.17 76.74 <-pipe / channel-> MAX DEPTH MAX VEL 0.93 (0 84 0.92 0.83 (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 74.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADDD +YD2 ( 31905) I= 3 1 ID1= 1 ( 31115): + ID2= 2 ( 31505): AREA (ha) 4.36 17.98 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.484 12.17 51.60 2.823 12.17 76.74 ID = 3 ( 31905): 22.34 3.307 12.17 71.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. Main Channel Main Channel Main Channel ROUTE CHN( 31504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .346E+01 0.0 0.93 0.20 0.20 .138E+02 0.2 1.48 0.30 0.30 .312E+02 0.7 1.94 0.40 0.40 .554E+02 1.5 2.35 0.50 0.50 .865E+02 2.7 2.72 0.60 0.60 .125E+03 4.4 3.07 0.70 0.70 .170E+03 6.7 3.41 0.80 0.80 .222E+03 9.5 3.72 0.90 0.90 .280E+03 13.1 4.03 1.00 1.00 .346E+03 17.3 4.32 1.11 1.11 .430E+03 24.2 4.87 1.22 1.22 .526E+03 32.1 5.28 1.33 1.33 .635E+03 41.0 5.59 1.44 1.44 .756E+03 50.9 5.83 1.56 1.56 .891E+03 62.0 6.02 1.67 1.67 .104E+04 74.1 6.17 1.78 1.78 .120E+04 87.3 6.30 1.89 1.89 .137E+04 101.6 6.41 2.00 2.00 .156E+04 117.0 6.50 > Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 31905) OUTFLOW: ID= 1 ( 31504) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 22.34 3.31 12.17 71.83 22.34 3.33 12.17 71.83 TRAV.TIME (min) 1.55 0.98 0.74 0.61 0.53 0.47 0.42 0.39 0.36 0.33 0.30 0.27 0.26 0.25 0.24 0.23 0.23 0.23 0.22 <-pipe / channel-> MAX DEPTH MAX VEL (m53 (2.83 0.54 2.84 I HY ADD D2 ( 31904)1 + = 3 ID1= 1 ( 31114): + ID2= 2 ( 31504): AREA (ha) 1.54 22.34 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.212 12.17 51.67 3.327 12.17 71.83 ID = 3 ( 31904): 23.89 3.539 12.17 70.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IROUTE CHN( 31503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 + ID2= 2 ( 31503): 23.89 3.567 12.17 70.53 ID = 3 ( 31903): 24.95 3.710 12.17 69.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 31903)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 31903): 24.95 3.710 12.17 69.88 + ID2= 2 ( 31506): 99.62 13.000 12.17 77.98 ID = 1 ( 31903): 124.56 16.710 12.17 76.36 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 31502)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 182.94 11.96 182.77 20.69 182.74 37.44 182.68 45.06 182.69 54.04 182.33 59.59 180.67 59.76 180.56 61.14 180.06 62.99 180.18 64.09 180.56 65.22 181.02 68.57 181.97 83.60 181.98 89.90 181.89 98.21 181.90 104.26 181.78 114.26 181.98 ( 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 180.16 .213E+01 0.0 0.31 1.22 0.20 180.26 .741E+01 0.2 0.56 0.67 0.30 180.36 .140E+02 0.5 0.75 0.50 0.40 180.46 .218E+02 0.9 0.90 0.42 0.50 180.56 .309E+02 1.4 1.04 0.36 0.60 180.66 .413E+02 2.3 1.23 0.30 0.70 180.76 .528E+02 3.3 1.39 0.27 0.80 180.87 .657E+02 4.4 1.52 0.25 0.90 180.97 .799E+02 5.7 1.62 0.23 1.01 181.07 .955E+02 7.2 1.70 0.22 1.11 181.17 .113E+03 8.8 1.77 0.21 1.21 181.27 .131E+03 10.6 1.82 0.21 1.31 181.37 .152E+03 12.5 1.87 0.20 1.41 181.47 .174E+03 14.7 1.91 0.20 1.51 181.58 .197E+03 17.0 1.94 0.19 1.61 181.68 .222E+03 19.4 1.97 0.19 1.72 181.78 .249E+03 22.1 2.00 0.19 1.82 181.88 .289E+03 24.3 1.90 0.20 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .392E+01 0.0 0.48 0.20 0.20 .157E+02 0.1 0.76 0.30 0.30 .352E+02 0.4 1.00 0.40 0.40 .627E+02 0.8 1.21 0.50 0.50 .979E+02 1.4 1.40 0.60 0.60 .141E+03 2.3 1.58 0.70 0,70 .192E+03 3.4 1.75 0.80 0,80 .251E+03 4.9 1.92 0.90 0.90 .317E+03 6.7 2.07 1.00 1.00 .392E+03 8.9 2.22 1.11 1.11 .486E+03 12.4 2.51 1.22 1.22 .595E+03 16.5 2.72 1.33 1.33 .718E+03 21.1 2.88 1.44 1.44 .856E+03 26.2 3.00 1.56 1.56 .101E+04 31.9 3.10 1.67 1.67 .117E+04 38.1 3.18 1.78 1.78 .136E+04 44.9 3.24 1.89 1.89 .155E+04 52.3 3.30 2.00 2.00 .176E+04 60.2 3.35 INFLOW : ID= 2 OUTFLOW: ID= 1 31904) 31503) AREA (ha) 23.89 23.89 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.54 12.17 70.53 3.57 12.17 70.53 TRAV.TIME (min) 3.41 2.15 1.64 1.35 1.16 1.03 0,93 0,85 0.79 0.73 0.65 0.60 0.57 0.54 0.53 0.51 0.50 0.49 0.49 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.71 1.76 0.71 1.77 CALIB NASHYD ( 31103) IID= 1 DT= 5.0 min Area (ha)= 1.06 is (mm)= 4.68 U.H. Tp(hrs)= 0.22 Unit Hyd Qpeak (cms)= 0.188 PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (i) PEAK FLOW DOES NOT 0.143 (i) 12.167 55.170 127.200 0.434 Curve Number (CN)= # of Linear Res.(N)= INCLUDE BASEFLOW IF ANY. 63.0 3.00 1 ADD HYD ( 31903)1 1 1 + 2 = 3 1D1= 1 ( 31103): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.06 0.143 12.17 55.17 1.92 181.98 .376E+03 INFLOW ID= 2 ( 31903) OUTFLOW: ID= 1 ( 31502) AREA (ha) 124.56 124.56 27.3 1.64 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 16.71 12.17 76.36 16.71 12.17 76.36 0.23 <-pipe / channel-> MAX DEPTH MAX VEL 1.50 (1.94 1.51 1.94 CALIB STANDHYD ( 31102) Area IID- 1 DT= 5.0 min Total Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 2.05 Imp(%)= 25.00 Dir. Conn.(%)= IMPERVIOUS 0.51 2.00 1.00 116.96 0.013 155.69 5.00 2.35 5.00 0.30 0.22 12.08 125.20 127.20 0.98 PERVIOUS 1.54 6.40 2.00 40.00 0.250 (1) 81.83 10.00 (ii) 10,00 (ii) 10,00 0.11 WARNING: STORAGE COEFF. I5 SMALLER 0.24 12.08 55.34 127.20 0.44 THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 64.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 25.00 *TOTALS* 0.462 (iii) 12.08 72.81 127.20 0.57 IADD HYD2 ( 31902)1 ID1= 1 ( 31102): + ID2= 2 ( 31502): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.05 0.462 12.08 72.81 124.56 16.713 12.17 76.36 ID = 3 ( 31902): 126.61 17.000 12.17 76.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 31501)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( Distance Elevation 0.00 182.94 11.96 182.77 1.1) Manning 0.1000 0.1000 20.69 182.74 0.1000 37.44 182.68 0.1000 45.06 182.69 0.1000 54.04 182.33 0.1000 59.59 180.67 0.1000 59.76 180.56 0.1000 /0.0350 Main channel 61.14 180.06 0.0350 Main Channel 62.99 180.18 0.0350 Main channel 64.09 180.56 0.0350 /0.1000 Main channel 65.22 181.02 0.1000 68.57 181.97 0.1000 83.60 181.98 0.1000 89.90 181.89 0.1000 98.21 181.90 0.1000 104.26 181.78 0.1000 114.26 181.98 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 180.16 .222E+02 0 1 0 62 6.35 0.20 180.26 .774E+02 0.4 1.13 3.47 0.30 180.36 .146E+03 0.9 1.51 2.60 0.40 180.46 .228E+03 1.8 1.82 2.16 0.50 180.56 .323E+03 2.9 2.09 1.88 0.60 180.66 .431E+03 4.6 2.49 1.58 0.70 180.76 .552E+03 6.6 2.80 1.40 0.80 180.87 .686E+03 8.9 3.06 1.29 0.90 180.97 .835E+03 11.5 3.26 1.21 1.01 181.07 .998E+03 14.5 3.42 1.15 1.11 181.17 .118E+04 17.8 3.56 1.10 1.21 181.27 .137E+04 21.4 3.67 1.07 1.31 181.37 .159E+04 25.3 3.76 1.04 1.41 181.47 .181E+04 29.6 3.84 1.02 1.51 181.58 .206E+04 34.2 3.91 1.00 1.61 181.68 .232E+04 39.1 3.97 0.99 1.72 181.78 .260E+04 44.4 4.03 0.98 1.82 181.88 .302E+04 49.0 3.83 1.03 1.92 181.98 .393E+04 55.0 3.30 1.19 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 31902) 126.61 17.00 12.17 76.30 1.08 3.53 OUTFLOW: ID= 1 ( 31501) 126.61 17.00 12.17 76.30 1.08 3.53 CALIB 1 STANDHYD ( 31101)1 Area (ha)= 2.88 ID= 1 DT= 5.0 min 1 Total Imp(%)= 27.50 Dir. Conn. (%)= 24.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.79 2.09 Dep. storage (mm)= 2.00 10.12 Average Slope (%)= 2.80 2.00 Length (m)= 138.53 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage coeff. (min)= 155.69 5.00 1.91 (ii) 62.59 15.00 10.42 (ii) PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.97 12.08 125.20 127.20 0.98 1.82 12.17 80.29 127.20 0.63 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 80.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.577 (iii) 12.08 89.95 127.20 0.71 1 ADD HYD ( 6935)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6107): 10.56 2.577 12.08 89.95 + 102= 2 ( 6802): 0.63 0.608 12.08 99.55 ID = 3 ( 6935): 11.19 3.186 12.08 90.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 6532)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .118E+03 0.0 0.11 77.25 0.20 0.20 .268E+03 0.1 0.17 51.77 0.30 0.30 .448E+03 0.2 0.21 41.34 0.40 0.40 .659E+03 0.3 0.24 35.32 0.50 0.50 .901E+03 0.5 0.27 31.29 0.60 0.60 .117E+04 0.7 0.30 28.33 0.70 0.70 .148E+04 0.9 0.33 26.04 0.80 0.80 .181E+04 1.2 0.35 24.19 0.90 0.90 .218E+04 1.6 0.38 22.66 1.00 1.00 .257E+04 2.0 0.40 21.37 1.11 1.11 .307E+04 2.6 0.44 19.38 1.22 1.22 .364E+04 3.3 0.47 18.14 1.33 1.33 .429E+04 4.1 0.50 17.30 1.44 1.44 .502E+04 5.0 0.51 16.72 1.56 1.56 .582E+04 6.0 0.53 16.29 1.67 1.67 .669E+04 7.0 0.54 15.97 1.78 1.78 .765E+04 8.1 0.55 15.73 1.89 1.89 .868E+04 9.3 0.55 15.53 2.00 2.00 .978E+04 10.6 0.56 15.37 Unit Hyd. Tpeak (min)= 5.00 15.00 unit Hyd. peak (cms)= 0.31 0.09 PEAK FLOW (cms)= 0.30 0.23 TIME TO PEAK (hrs)= 12.08 12.17 RUNOFF VOLUME (mm)= 125.20 40.45 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.32 ***** WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.493 (iii) 12.08 60.87 127.20 0.48 1 ADD HYD ( 31901)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 31101): 2.88 0.493 12.08 60.87 + ID2= 2 ( 31501): 126.61 16.999 12.17 76.30 ID = 3 ( 31901): 129.49 17.282 12.17 75.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 6106) Area (ha)= 23.18 curve Number (CN)= 68.0 ID= 1 DT= 5.0 min Ia (mm)= 6.81 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.74 unit Hyd Qpeak (cms)= 1.196 PEAK FLOW (cms)= 1.415 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 60.410 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.475 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB ND STA HYD ( 6107) Area (ha)= 10.56 ID= 1 DT= 5.0 min Total Imp(%)= 24.70 Dir. Conn.(%)= 21.50 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.61 7.95 Dep. Storage (mm)= 2.00 6.69 Average Slope (%)= 1.00 2.00 Length (m)= 265.33 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= unit Hyd. peak (cms)= 155.69 123.88 5.00 15.00 3.84 (ii) 10.32 (ii) 5.00 15.00 0.25 0.09 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 6935) 11.19 3.19 12.08 90.48 1.20 0.47 OUTFLOW: ID= 1 ( 6532) 11.19 1.97 12.17 90.44 0.99 0.40 1 ADD HYD ( 6934)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6106): 23.18 1.415 12.75 60.41 + ID2= 2 ( 6532): 11.19 1.969 12.17 90.44 ID = 3 ( 6934): 34.37 2.665 12.17 70.19 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6505)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 29.27 190.01 0.1000 31.55 191.35 0.1000 33.65 191.42 0.1000 36.80 190.84 0.1000 45.16 185.43 0.1000 47.73 184.75 0.1000 /0.0350 Main Channel 49.93 184.25 0.0350 Main channel 51.43 184.75 0.0350 Main Channel 55.72 185.45 0.0350 Main Channel 77.83 186.10 0.1000 82.05 185.68 0.1000 84.78 186.01 0.1000 94.68 185.81 0.1000 98.90 187.04 0.1000 103.11 186.26 0.1000 123.11 186.55 0.1000 128.32 187.48 0.1000 134.66 186.90 0.1000 138.82 187.01 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.25 184.50 .299E+02 0.2 1.08 2.00 0.50 184.75 .120E+03 1.6 1.71 1.26 0.89 185.14 .406E+03 7.6 2.42 0.89 1.28 185.54 .903E+03 17.7 2.54 0.85 1.68 185.93 .208E+04 39.5 2.46 0.88 2.07 186.32 .462E+04 102.8 2.88 0.75 2.46 186.71 .820E+04 208.7 3.29 0.66 2.85 187.11 .124E+05 351.6 3.66 0.59 3.25 187.50 .172E+05 533.8 4.02 0.54 3.64 187.89 .221E+05 757.1 4.43 0.49 4.03 188.28 .271E+05 1012.9 4.84 0.45 4.42 188.68 .321E+05 1299.4 5.24 0.41 4.82 189.07 .371E+05 1615.1 5.63 0.38 5.21 189.46 .422E+05 1958.7 6.01 0.36 1 NASHYD ( 1104)1 IID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 11.05 Curve Number (CN)= 54.0 9.60 # of Linear Res.(N)= 3.00 1.63 5.60 5.99 6.39 6.78 7.17 189.85 190.25 190.64 191.03 191.42 .472E+05 .524E+05 .575E+05 .628E+05 .682E+05 INFLOW : ID= 2 ( 6934) OUTFLOW: ID= 1 ( 6505) AREA (ha) 34.37 34.37 2329.4 2724.0 3143.3 3585.0 4042.4 6.38 0.34 6.73 0.32 7.07 0.31 7.38 0.29 7.67 0.28 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.66 12.17 70.19 2.64 12.25 70.19 <-pipe / channel-> MAX DEPTH MAX VEL 0.57 (1.81 0.57 1.81 CALIB 1 STANDHYD ( 6105)1I Area ID= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 13.71 Imp(%)= 22.00 Dir. Conn.(%)= 17.00 IMPERVIOUS PERVIOUS (i) 3.02 10.69 2.00 8.07 1.00 2.00 302.34 40.00 0.013 0.250 155.69 5.00 4.16 5.00 0.24 0.99 12.08 125.20 127.20 0.98 71.29 15.00 (ii) 12.24 (ii) 15.00 0.09 1.26 12.17 45.43 127.20 0.36 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 55.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.049 (iii) 12.08 58.99 127.20 0.46 ADD HYD ( 6904)1 1 + 2 = 3 1 ID1= 1 ( 6105): + ID2= 2 ( 6505): AREA (ha) 13.71 34.37 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.049 12.08 58.99 2.642 12.25 70.19 ID = 3 ( 6904): 48.08 4.246 12.17 66.99 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 CALIB 1 STANDHYD ( 1126)1 ID= 1 DT= 5.0 min 1 Area Total Surface Area (ha)= Dep. Storage (mm) - Average slope (0= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = (ha)= 0.39 Imp(%)= 60.90 IMPERVIOUS 0.24 2.00 1.80 51.21 0.013 155.69 5.00 1.20 5.00 0.33 0.10 12.08 125.20 127.20 0.98 Dir. Conn.(%!= PERVIOUS (i) 0.15 5.00 2.00 40.00 0.250 *******z 10.00 (ii) 6.15 (ii) 10.00 0.15 0.05 12.08 87.54 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 60.90 *TOTALS* 0.150 (iii) 12.08 110.46 127.20 0.87 IADD HYD ( 1919)1 1 + 2 = 3 1 ID1= 1 ( 1126): + IO2= 2 ( 50802): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 0.39 0.150 12.08 110.46 11.80 3.471 12.25 78.89 ID = 3 ( 1919): 12.19 3.505 12.25 79.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1521)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.04 229.37 0.0300 71.35 229.35 0.0300 71.95 229.30 0.0300 72.17 229.29 0.0300 72.40 229.23 0.0300 72.84 229.25 0.0300 73.00 229.19 0.0300 73.29 229.09 0.0300 73.58 228.93 0.0300 73.95 228.69 0.0300 /0.0350 74.85 228.39 0.0350 75.15 228.39 0.0350 76.05 228.69 0.0350 /0.0300 76.24 228.83 0.0300 Main Main Main Main Channel Channel Channel Channel unit Hyd Qpeak (cms)= 0.260 PEAK FLOW (cms)- 0.247 (i) TIME TO PEAK (hrs)= 13.833 RUNOFF VOLUME (mm)= 41.410 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.326 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 1109) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 12.56 Curve Number (CN)= 62.0 8.73 # of Linear Res.(N)= 3.00 1.63 Unit Hyd Qpeak (cms)= 0.294 PEAK FLOW (cms)- 0.352 (i) TIME TO PEAK (hrs)= 13.833 RUNOFF VOLUME (mm)= 51.195 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.402 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 1127) IID= 1 DT= 5.0 min Area (ha)= 40.92 Curve Number (CN)= 81.0 Ia (mm)= 8.07 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.30 Unit Hyd Qpeak (cms)- 3.588 PEAK FLOW (cms)- 4.931 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 78.890 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.620 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 DUHYD ( 50802) 1 Inlet Cap.= 1.460 1 #of Inlets= 1 1 Total(cms)= 1.5 AREA (ha) TOTAL HYD.(ID= 1):. 40.92 QPEAK (cms) 4.93 TPEAK R.V. (hrs) (mm) 12.25 78.89 MAJOR SYS.(ID= 2): 11.80 3.47 12.25 78.89 MINOR SYS.(ID= 3): 29.12 1.46 11.92 78.89 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 76.34 76.56 76.65 76.86 77.73 78.10 228.84 228.87 228.90 229.02 229.46 229.69 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) 0.05 228.44 0.10 228.49 0.15 228.54 0.20 228.59 0.25 228.64 0.30 228.69 0.35 228.75 0.40 228.80 0.45 228.85 0.51 228.90 0.56 228.95 0.61 229.00 0.66 229.06 0.71 229.11 0.76 229.16 0.82 229.21 0.87 229.26 0.92 229.31 0.97 229.36 INFLOW : ID= 2 OUTFLOW: ID= 1 (cu.m.) .468E+01 .125E+02 .234E+02 .374E+02 .546E+02 .749E+02 .983E+02 .123E+03 .150E+03 .181E+03 .215E+03 .250E+03 .287E+03 .327E+03 .369E+03 .414E+03 .463E+03 .520E+03 .584E+03 (cms) 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.3 1.6 2.0 2.3 2.7 3.1 3.6 4.1 (m/s) 15(min) 0.22 .43 0.33 10.58 0.41 8.45 0.48 7.18 0.55 6.31 0.61 5.67 0.72 4.79 0.82 4.22 0.91 3.82 0.98 3.54 1.05 3.30 1.12 3.09 1.19 2.92 1.25 2.78 1.31 2.66 1.36 2.55 1.39 2.49 1.43 2.43 1.45 2.39 <---- hydrograph ----> AREA QPEAK TPEAK R.V. 1919) 12.19 (cms)35 (hrs)22 79.91 1521) 12.19 3.47 12.25 79.91 <-pipe / channel-> MAX DEPTH MAX VEL 0.91 (1.42 0.91 1.42 CALIB NASHYD ( 1129) Area (ha) - 11D= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 1.796 PEAK FLOW (cms)- 2.016 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 81.311 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.639 8.58 Curve Number (CN)= 83.0 6.42 # of Linear Res.(N)= 2.00 0.12 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB STANDHYD ( 1128) Area (ha)= 0.45 ID= 1 DT= 5.0 min Total Imp(%)= 76.40 Dir. Conn.(%)= 76.40 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.35 0.11 Dep. Storage (mm)= 2.00 5.00 Average Slope (= 1.00 Length (m)= 55.01 Mannings n = 0.013 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 2.00 40.00 0.250 155.69 5.00 10.00 1.50 (ii) 5.19 (ii) 5.00 10.00 0.33 0.16 PEAK FLOW (cms)= 0.15 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.03 12.08 87.54 127.20 0.69 *''`*** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.184 (iii) 12.08 116.31 127.20 0.91 ADD HYD (. 1920)1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 1128): 0.45 0.184) 12.08cms rs) 116.31) + ID2= 2 ( 1129): 8.58 2.016 12.08 81.31 ID = 3 ( 1920): 9.03 2.199 12.08 83.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 1522)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.32 228.58 0.0800 71.70 228.57 0.0800 72.76 228.47 0.0800 73.17 228.33 0.0800 /0.0350 Main Channel 73.83 228.11 0.0350 Main Channel 74.21 228.10 0.0350 Main Channel 74.43 228.04 0.0350 Main Channel 74.89 228.04 0.0350 Main Channel 75.08 228.05 0.0350 Main Channel 78.09 228.29 0.0350 /0.0800 Main Channel 78.95 228.36 0.0800 79.28 228.37 0.0800 79.88 228.37 0.0800 80.22 228.38 0.0800 80.66 228.35 0.0800 80.96 228.42 0.0800 81.29 228.41 0.0800 81.85 228.46 0.0800 82.35 228.51 0.0800 82.65 228.52 0.0800 ROUTE CHN( 1523)1I IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.32 228.58 0.0800 71.70 228.57 0.0800 72.76 228.47 0.0800 73.17 228.33 0.0800 /0.0350 Main Channel 73.83 228.11 0.0350 Main channel 74.21 228.10 0.0350 Main channel 74.43 228.04 0.0350 Main Channel 74.89 228.04 0.0350 Main channel 75.08 228.05 0.0350 Main channel 78.09 228.29 0.0350 /0.0800 Main Channel 78.95 228.36 0.0800 79.28 228.37 0.0800 79.88 228.37 0.0800 80.22 228.38 0.0800 80.66 228.35 0.0800 80.96 228.42 0.0800 81.29 228.41 0.0800 81.85 228.46 0.0800 82.35 228.51 0.0800 82.65 228.52 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 228.06 .393E+01 0.0 0.17 23.58 0.05 228.09 .105E+02 0.0 0.26 15.90 0.08 228.11 .201E+02 0.0 0.29 13.93 0.10 228.14 .337E+02 0.1 0.36 11.17 0.13 228.16 .497E+02 0.1 0.43 9.54 0.15 228.19 .682E+02 0.1 0.48 8.45 0.18 228.21 .891E+02 0.2 0.53 7.64 0.20 228.24 .112E+03 0.3 0.58 7.02 0.23 228.26 .138E+03 0.4 0.62 6.51 0.25 228.29 .166E+03 0.5 0.67 6.10 0.28 228.32 .197E+03 0.6 0.73 5.55 0.30 228.34 .231E+03 0.7 0.79 5.13 0.33 228.37 .268E+03 0.9 0.84 4.81 0.35 228.39 .316E+03 1.1 0.87 4.65 0.38 228.42 .367E+03 1.4 0.90 4.51 0.41 228.44 .421E+03 1.6 0.93 4.38 0.43 228.47 .478E+03 1.9 0.95 4.26 0.46 228.50 .537E+03 2.2 0.98 4.15 0.48 228.52 .600E+03 2.5 1.00 4.07 INFLOW : ID= 2 ( 1130) OUTFLOW: ID= 1 ( 1523) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 1.93 0.61 12.08 94.81 0.28 0.74 1.93 0.51 12.17 94.75 0.26 0.69 1 ADD HYD ( 1924)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 228.06 .362E+01 0.0 0.21 17.76 0.05 228.09 .966E+01 0.0 0.31 11.98 0.08 228.11 .185E+02 0.0 0.36 10.49 0.10 228.14 .310E+02 0.1 0.44 8.42 0.13 228.16 .458E+02 0.1 0.52 7.19 0.15 228.19 .627E+02 0.2 0.59 6.36 0.18 228.21 .819E+02 0.2 0.65 5.76 0.20 228.24 .103E+03 0.3 0.71 5.29 0.23 228.26 .127E+03 0.4 0.76 4.91 0.25 228.29 .153E+03 0.6 0.81 4.59 0.28 228.32 .181E+03 0.7 0.89 4.18 0.30 228.34 .212E+03 0.9 0.97 3.87 0.33 228.37 .247E+03 1.1 1.03 3.63 0.35 228.39 .291E+03 1.4 1.07 3.51 0.38 228.42 .337E+03 1.7 1.10 3.40 0.41 228.44 .388E+03 2.0 1.13 3.30 0.43 228.47 .440E+03 2.3 1.16 3.21 0.46 228.50 .494E+03 2.6 1.19 3.13 0.48 228.52 .552E+03 3.0 1.22 3.06 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1920) 9.03 2.20 12.08 83.07 0.43 1.15 OUTFLOW:. ID= 1 (. 1522) 9.03 2.01 12.17 83.06 0.41 1.14 1 CALIB 1 STANDHYD ( 1130) Area (ha)= 1.93 IID= 1 DT= 5.0 min Total Imp(%)= 31.30 Dir. Conn.(= 21.80 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.60 1.33 Dep. Storage (mm)= 2.00 6.79 Average Slope (%)= 5.00 2.00 Length (m)= 113.46 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 144.29 5.00 10.00 1.42 (ii) 7.52 (ii) 5.00 10.00 0.33 0.13 PEAK FLOW (cms)= 0.18 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.43 12.08 86.34 127.20 0.68 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.607 (iii) 12.08 94.81 127.20 0.75 ID1= 1 ( 1521): + IO2= 2 ( 1522): (ha) (cms) (hrs) (mm) 12.19 3.467 12.25 79.91 9.03 2.006 12.17 83.06 ID = 3 ( 1924): 21.23 5.287 12.17 81.25 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 1924)1 1 3+ 2= 1 1 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 3 ( 1924): 21.23 5.287) 12.17) 81.25) + ID2= 2 ( 1523): 1.93 0.508 12.17 94.75 ID = 1 ( 1924): 23.16 5.796 12.17 82.38 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1526)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 229.37 0.0300 229.35 229.30 229.29 229.23 229.25 229.19 229.09 228.93 228.69 228.39 228.39 228.69 228.83 228.84 228.87 228.90 229.02 229.46 229.69 71.04 71.35 71.95 72.17 72.40 72.84 73.00 73.29 73.58 73.95 74.85 75.15 76.05 76.24 76.34 76.56 76.65 76.86 77.73 78.10 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 /0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 /0.0300 Main Channel 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 228.44 .109E+01 0.0 0.49 1.66 0.10 228.49 .291E+01 0.0 0.71 1.14 0.15 228.54 .546E+01 0.1 0.89 0.91 0.20 228.59 .873E+01 0.2 1.05 0.77 0.25 228.64 .127E+02 0.3 1.19 0.68 0.30 228.69 .175E+02 0.5 1.33 0.61 0.35 228.75 .229E+02 0.7 1.57 0.51 0.40 228.80 .287E+02 1.1 1.78 0.45 0.45 228.85 .350E+02 1.4 1.97 0.41 0.51 228.90 .423E+02 1.9 2.13 0.38 0.56 228.95 .501E+02 2.4 2.28 0.35 0.61 229.00 .583E+02 2.9 2.43 0.33 0.66 229.06 .670E+02 3.6 2.57 0.31 0.71 229.11 .762E+02 4.3 2.71 0.30 0.76 229.16 .860E+02 5.0 2.83 0.29 0.82 229.21 .964E+02 5.9 2.95 0.27 0.87 229.26 .108E+03 6.7 3.02 0.27 0.92 229.31 .121E+03 7.7 3.10 0.26 0.97 229.36 .136E+03 8.8 3.15 0.26 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1924) 23.16 5.80 12.17 82.38 0.81 2.94 OUTFLOW: ID= 1 ( 1526) 23.16 5.82 12.17 82.38 0.81 2.95 CALIB 1 STANDHYD ( 1125) Area (ha)= 5.67 ID= 1 DT= 5.0 min Total Imp(%)= 72.20 Dir. Conn.(%)= 70.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 4.09 1.58 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 194.37 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 ******** 5.00 10.00 3.19 (ii) 7.27 (ii) 5.00 10.00 0.27 0.14 1.71 12.08 125.20 127.20 0.98 0.50 12.08 89.65 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS" 2.204 (iii) 12.08 114.57 127.20 0.90 ADD HYD ( 1918)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 1125): 5.67 2.204) 12.08cms rs) 114.57) + ID2= 2 ( 1526): 23.16 5.819 12.17 82.38 ID = 3 ( 1918): 28.82 6.961 12.08 88.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1520)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 PEAK FLOW (cms)= 7.524 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 78.758 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.619 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 1134)1 Area (ha)= 39.69 curve Number (CN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.41 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.57 Unit Hyd Qpeak (cms)= 2.674 PEAK FLOW (cms)= 3.736 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 74.957 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.589 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 1524)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .384E+02 0.6 2.39 1.16 0.20 0.20 .867E+02 1.9 3.57 0.78 0.30 0.30 .145E+03 3.9 4.47 0.62 0.40 0.40 .213E+03 6.7 5.23 0.53 0.50 0.50 .292E+03 10.3 5.91 0.47 0.60 0.60 .380E+03 14.9 6.53 0.43 0.70 0.70 .479E+03 20.4 7.10 0.39 0.80 0.80 .587E+03 26.9 7.64 0.36 0.90 0.90 .705E+03 34.5 8.16 0.34 1.00 1.00 .834E+03 43.3 8.65 0.32 1.11 1.11 .994E+03 56.9 9.54 0.29 1.22 1.22 .118E+04 72.1 10.20 0.27 1.33 1.33 .139E+04 89.1 10.69 0.26 1.44 1.44 .162E+04 107.8 11.06 0.25 1.56 1.56 .188E+04 128.2 11.35 0.24 1.67 1.67 .217E+04 150.5 11.58 0.24 1.78 1.78 .248E+04 174.6 11.76 0.24 1.89 1.89 .281E+04 200.7 11.91 0.23 2.00 2.00 .317E+04 228.7 12.03 0.23 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.04 229.37 0.0300 71.35 229.35 0.0300 71.95 229.30 0.0300 72.17 229.29 0.0300 72.40 229.23 0.0300 72.84 229.25 0.0300 73.00 229.19 0.0300 73.29 229.09 0.0300 73.58 228.93 0.0300 73.95 228.69 0.0300 /0.0350 Main channel 74.85 228.39 0.0350 Main channel 75.15 228.39 0.0350 Main Channel 76.05 228.69 0.0350 /0.0300 Main Channel 76.24 228.83 0.0300 76.34 228.84 0.0300 76.56 228.87 0.0300 76.65 228.90 0.0300 76.86 229.02 0.0300 77.73 229.46 0.0300 78.10 229.69 0.0300 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 228.44 .275E+01 0.0 0.30 6.88 0.10 228.49 .735E+01 0.0 0.43 4.71 0.15 228.54 .138E+02 0.1 0.54 3.77 0.20 228.59 .220E+02 0.1 0.64 3.20 0.25 228.64 .321E+02 0.2 0.73 2.81 0.30 228.69 .441E+02 0.3 0.81 2.53 0.35 228.75 .578E+02 0.5 0.96 2.13 0.40 228.80 .726E+02 0.6 1.09 1.88 0.45 228.85 .885E+02 0.9 1.20 1.70 0.51 228.90 .107E+03 1.1 1.30 1.57 0.56 228.95 .126E+03 1.4 1.39 1.47 0.61 229.00 .147E+03 1.8 1.48 1.38 0.66 229.06 .169E+03 2.2 1.57 1.30 0.71 229.11 .192E+03 2.6 1.65 1.24 0.76 229.16 .217E+03 3.1 1.72 1.18 0.82 229.21 .243E+03 3.6 1.80 1.13 0.87 229.26 .273E+03 4.1 1.84 1.11 0.92 229.31 .306E+03 4.7 1.89 1.08 0.97 229.36 .344E+03 5.4 1.92 1.06 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1918) 28.82 6.96 12.08 88.71 0.97 1.92 OUTFLOW: ID= 1 ( 1520) 28.82 7.09 12.17 88.71 0.97 1.92 1 CALIB 1 NASHYD ( 1132) Area (ha)= 48.63 Curve Number (CN)= 81.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.66 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.21 Unit Hyd Qpeak (cms)= 5.954 (ha) INFLOW : ID= 2 ( 1134) 39.69 OUTFLOW: ID= 1 ( 1524) 39.69 (cms) (hrs) (mm) (m) (m/s) 3.74 12.50 74.96 0.29 4.39 3.74 12.58 74.96 0.29 4.39 CALIB STANDHYD ( 1133) Area (ha)= 25.13 1ID= 1 DT= 5.0 min Total Imp(%)= 20.00 Dir. Conn.(%i= 16.00 IMPERVIOUS PERVIOUS (l) Surface Area (ha)= 5.03 20.11 Dep. Storage (mm)= 2.00 7.95 Average Slope (%)= 1.00 2.00 Length (m)= 409.34 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 119.38 5.00 15.00 4.99 (ii) 11.56 (ii) 5.00 15.00 0.22 0.09 PEAK FLOW (cms)= 1.67 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 4.22 12.17 76.18 127.20 0.60 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN" = 78.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 5.354 (iii) 12.08 84.02 127.20 0.66 1 ROUTE CHN( 1525)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .121E+02 0.3 1.28 0.69 0.20 0.20 .274E+02 1.0 1.90 0.46 0.30 0.30 .458E+02 2.1 2.38 0.37 0.40 0.40 .673E+02 3.6 2.79 0.31 0.50 0.50 .921E+02 5.5 3.15 0.28 0.60 0.60 .120E+03 7.9 3.48 0.25 0.70 0.70 .151E+03 10.9 3.78 0.23 0.80 0.80 .185E+03 14.3 4.07 0.22 0.90 0.90 .223E+03 18.4 4.35 0.20 1.00 1.00 .263E+03 23.1 4.61 0.19 1.11 1.11 .314E+03 30.3 5.08 0.17 1.22 1.22 .372E+03 38.4 5.43 0.16 1.33 1.33 .438E+03 47.5 5.70 0.15 1.44 1.44 .512E+03 57.4 5.89 0.15 1.56 1.56 .594E+03 68.3 6.05 0.14 1.67 1.67 .684E+03 80.2 6.17 0.14 1.78 1.78 .781E+03 93.1 6.27 0.14 1.89 1.89 .887E+03 106.9 6.35 0.14 2.00 2.00 .100E+04 121.8 6.41 0.14 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1133) 25.13 5.35 12.08 84.02 0.49 3.12 OUTFLOW: ID= 1 ( 1525) 25.13 5.22 12.08 84.02 0.48 3.09 ADD HYD ( 1925)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 1524): 39.69 3.739 12.58 74.96 + ID2= 2 ( 1525): 25.13 5.223 12.08 84.02 ID = 3 ( 1925): 64.83 7.495 12.17 78.47 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1527)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .265E+03 0.5 2.32 8.28 0.20 0.20 .599E+03 1.8 3.46 5.55 0.30 0.30 .100E+04 3.8 4.34 4.43 0.40 0.40 .147E+04 6.5 5.07 3.79 0.50 0.50 .202E+04 10.0 5.73 3.35 0.60 0.60 .263E+04 14.4 6.33 3.04 0.70 0.70 .331E+04 19.8 6.88 2.79 0.80 0.80 .406E+04 26.1 7.41 2.59 0.90 0.90 .487E+04 33.4 7.91 2.43 1.00 1.00 .576E+04 41.9 8.39 2.29 1.11 1.11 .687E+04 55.1 9.24 2.08 1.22 1.22 .815E+04 69.9 9.88 1.94 1.33 1.33 .960E+04 86.3 10.36 1.85 INFLOW : ID= 2 ( 1923) 113.46 14.72 12.17 78.59 OUTFLOW: ID= 1 ( 1602) 113.46 14.74 12.17 78.59 1.85 1.86 4.22 4.22 CALIB STANDHYD ( 1131) Area (ha)= 0.66 ID= 1 DT= 5.0 min Total Imp(%)= 59.21 Dir. Conn.(%)= 59.21 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.39 0.27 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 66.12 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 127.65 5.00 10.00 1.67 (ii) 8.07 (ii) 5.00 10.00 0.32 0.13 0.17 12.08 125.20 127.20 0.98 0.07 12.08 87.54 127.20 0.69 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.242 (iii) 12.08 109.83 127.20 0.86 1 ADD HYD ( 1922)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 1 ( 1131): 0.66 0.242) 12.08) 109.83) + ID2= 2 ( 1602): 113.46 14.744 12.17 78.59 ID = 3 ( 1922): 114.12 14.840 12.17 78.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1519)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 71.32 228.58 0.0800 71.70 228.57 0.0800 72.76 228.47 0.0800 73.17 228.33 0.0800 /0.0350 Main Channel 73.83 228.11 0.0350 Main Channel 74.21 228.10 0.0350 Main Channel 74.43 228.04 0.0350 Main Channel 1.44 1.56 1.67 1.78 1.89 2.00 1.44 1.56 1.67 1.78 1.89 2.00 .112E+05 .130E+05 .150E+05 .171E+05 .194E+05 .219E+05 104.4 124.3 145.8 169.2 194.5 221.6 10.72 11.00 11.22 11.40 11.54 11.66 1.79 1.75 1.71 1.69 1.66 1.65 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1925) 64.83 7.50 12.17 78.47 0.43 5.24 OUTFLOW: ID= 1 ( 1527) 64.83 7.40 12.25 78.47 0.43 5.22 ADD1 HYD 2 ( 1923)1 + = 3 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 1 ( 1132): 48.63 7.524 12.17 78.76 + ID2= 2 ( 1527): 64.83 7.398 12.25 78.47 ID = 3 ( 1923): 113.46 14.720 12.17 78.59 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 1602)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)=1000.00 DT= 5.0 min 1 Length (m)= 99.13 Slope (m/m)= 0.017 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 2249.95 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 14.72 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.12 .795E+01 0.1 0.98 1.68 0.24 .221E+02 0.3 1.54 1.08 0.36 .399E+02 0.8 1.98 0.84 0.47 .604E+02 1.4 2.35 0.70 0.59 .828E+02 2.2 2.67 0.62 0.71 .107E+03 3.2 2.96 0.56 0.83 .132E+03 4.3 3.21 0.52 0.95 .158E+03 5.4 3.43 0.48 1.07 .184E+03 6.7 3.62 0.46 1.18 .210E+03 8.0 3.78 0.44 1.30 .237E+03 9.4 3.92 0.42 1.42 .262E+03 10.7 4.04 0.41 1.54 .287E+03 12.0 4.13 0.40 1.66 .311E+03 13.2 4.19 0.39 1.78 .334E+03 14.2 4.22 0.39 1.89 .354E+03 15.1 4.22 0.39 2.01 .372E+03 15.7 4.17 0.40 2.13 .386E+03 15.8 4.06 0.41 2.25 .394E+03 14.7 3.70 0.45 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 74.89 228.04 0.0350 75.08 228.05 0.0350 78.09 228.29 0.0350 /0.0800 78.95 228.36 0.0800 79.28 228.37 0.0800 79.88 228.37 0.0800 80.22 228.38 0.0800 80.66 228.35 0.0800 80.96 228.42 0.0800 81.29 228.41 0.0800 81.85 228.46 0.0800 82.35 228.51 0.0800 82.65 228.52 0.0800 Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 228.06 .562E+01 0.0 0.22 26.55 0.05 228.09 .150E+02 0.0 0.32 17.91 0.08 228.11 .288E+02 0.0 0.37 15.68 0.10 228.14 .482E+02 0.1 0.46 12.58 0.13 228.16 .711E+02 0.1 0.54 10.74 0.15 228.19 .975E+02 0.2 0.61 9.51 0.18 228.21 .127E+03 0.2 0.67 8.60 0.20 228.24 .161E+03 0.3 0.73 7.90 0.23 228.26 .197E+03 0.4 0.79 7.34 0.25 228.29 .238E+03 0.6 0.85 6.87 0.28 228.32 .281E+03 0.8 0.93 6.25 0.30 228.34 .330E+03 1.0 1.00 5.78 0.33 228.37 .384E+03 1.2 1.07 5.42 0.35 228.39 .452E+03 1.4 1.11 5.24 0.38 228.42 .524E+03 1.7 1.14 5.08 0.41 228.44 .602E+03 2.0 1.18 4.93 0.43 228.47 .683E+03 2.4 1.21 4.80 0.46 228.50 .768E+03 2.7 1.24 4.68 0.48 228.52 .858E+03 3.1 1.27 4.58 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1922) 114.12 14.84 12.17 78.77 0.48 1.26 OUTFLOW: ID= 1 ( 1519) 114.12 14.06 12.33 78.77 0.48 1.27 CALIB ND STA HYD ( 1124) Area (ha)= 5.60 ID= 1 DT= 5.0 min Total Imp(%)= 26.00 Dir. Conn.(%)= 17.80 IMPERVIOUS PERVIOUS Surface Area (ha)= 1.46 4.14 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 193.20 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= (i) 155.69 145.66 5.00 10.00 3.18 (ii) 9.25 (ii) 5.00 10.00 0.27 0.12 76.65 76.86 77.73 78.10 228.90 229.02 229.46 229.69 0.0300 0.0300 0.0300 0.0300 PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.43 12.08 125.20 127.20 0.98 1.25 12.08 90.55 127.20 0.71 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.681 (iii) 12.08 96.72 127.20 0.76 ADD HYD ( 1917)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. a) I01= 1 ( 1124): 5.60 681) 12.08cms rs) 96.72) + ID2= 2 ( 1519): 114.12 14.060 12.33 78.77 ID = 3 ( 1917): 119.71 14.855 12.25 79.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD2 ( 1917)1 3 + = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 1917): 119.71 14.855 12.25 79.61 + ID2= 2 ( 1520): 28.82 7.086 12.17 88.71 ID = 1 ( 1917): 148.54 21.005 12.25 81.38 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1518)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA Distance 71.04 71.35 71.95 72.17 72.40 72.84 73.00 73.29 73.58 73.95 74.85 75.15 76.05 76.24 76.34 76.56 FOR SECTION Elevation 229.37 229.35 229.30 229.29 229.23 229.25 229.19 229.09 228.93 228.69 228.39 228.39 228.69 228.83 228.84 228.87 ( 1.1) > Manning 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 /0.0350 0.0350 0.0350 0.0350 /0.0300 0.0300 0.0300 0.0300 Main Channel Main Channel Main Channel Main Channel (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 1916)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 1123): (ha)2 (cms)655 12.08) 100.50 + ID2= 2 ( 1518): 148.54 21.127 12.25 81.38 --------------------------------- ID = 3 ( 1916): 153.76 21.885 12.25 82.03 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1517)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 7.81 226.55 0.0600 25.69 226.41 0.0600 31.55 226.07 0.0600 33.53 226.03 0.0600 35.77 226.12 0.0600 41.37 226.18 0.0600 45.23 225.98 0.0600 47.05 226.04 0.0600 49.02 226.03 0.0600 51.61 225.92 0.0600 55.92 226.17 0.0600 58.16 226.16 0.0600 60.73 226.07 0.0600 63.47 226.01 0.0600 67.41 226.06 0.0600 70.69 225.35 0.0600 /0.0350 73.00 225.06 0.0350 74.48 225.34 0.0350 /0.0300 79.57 226.78 0.0300 84.71 226.95 0.0300 Main Main Main Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 225.13 .170E+01 0.0 0.54 1.62 0.14 225.20 .681E+01 0.1 0.86 1.02 0.21 225.27 .153E+02 0.3 1.13 0.78 0.28 225.34 .273E+02 0.7 1.36 0.64 0.36 225.42 .447E+02 1.5 1.80 0.49 0.44 225.50 .650E+02 2.6 2.15 0.41 0.52 225.58 .880E+02 4.1 2.44 0.36 0.60 225.66 .114E+03 5.8 2.69 0.33 0.69 225.74 .143E+03 7.9 2.91 0.30 0.77 225.82 .174E+03 10.3 3.11 0.28 0.85 225.91 .209E+03 13.1 3.30 0.27 0.93 225.99 .250E+03 15.8 3.34 0.26 1.01 226.07 .335E+03 19.2 3.03 0.29 1.09 226.15 .484E+03 24.6 2.69 0.33 1.17 226.23 .684E+03 32.3 2.49 0.35 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 228.44 .724E+00 0.0 0.15 3.56 0.10 228.49 .193E+01 0.0 0.22 2.44 0.15 228.54 .362E+01 0.0 0.28 1,95 0.20 228.59 .579E+01 0.1 0.32 1.65 0.25 228.64 .845E+01 0.1 0.37 1.45 0.30 228.69 .116E+02 0.1 0.41 1.31 0.35 228.75 .152E+02 0.2 0.49 1.10 0.40 228.80 .191E+02 0.3 0.55 0.97 0.45 228.85 .233E+02 0.4 0.61 0.88 0.51 228.90 .281E+02 0.6 0.66 0.81 0.56 228.95 .332E+02 0.7 0.71 0,76 0.61 229.00 .387E+02 0.9 0.75 0,71 0.66 229.06 .445E+02 1.1 0.80 0.67 0.71 229.11 .506E+02 1.3 0.84 0.64 0.76 229.16 .571E+02 1.6 0.88 0.61 0.82 229.21 .640E+02 1.8 0.91 0.59 0.87 229.26 .716E+02 2.1 0.93 0.57 0.92 229.31 .804E+02 2.4 0.96 0.56 0.97 229.36 .903E+02 2.7 0.98 0.55 **** WARNING: INFLOW : ID= 2 ( 1917) OUTFLOW: ID= 1 ( 1518) TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 148.54 21.01 12.25 81.38 148.54 21.13 12.25 81.38 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.95 0.97 0.95 0.97 1 CALIB 1 STANDHYD ( 1123) 1ID= 1 DT= 5.0 min Surface Area Dep. Storage Average slope Length Mannings n Area (ha)- 5.22 Total Imp(%)= 36.70 Dir. Conn.(%)= 24.20 (ha)= (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS 1.92 3.30 2.00 5.00 1.00 2,00 186.52 40.00 0.013 0.250 155.69 5.00 3.11 5.00 0.27 0.54 12.08 125.20 127.20 0.98 (1) 159.76 10.00 (ii) 8.96 (ii) 10,00 0.12 1.11 12.08 92.61 127.20 0.73 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 1.655 (iii) 12.08 100.50 127.20 0.79 1.25 1.33 1.42 1.50 226.31 226.39 226.47 226.56 .897E+03 .112E+04 .136E+04 .164E+04 INFLOW : ID= 2 ( 1916) OUTFLOW: ID= 1 ( 1517) AREA (ha) 153.76 153.76 42.3 2.49 54.1 2.55 65.4 2.55 78.6 2.53 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 21.88 12.25 82.03 21.95 12.25 82.03 0.35 0.34 0.35 0.35 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 1.05 2.85 1.05 2.85 1 CALIB 1 STANDHYD ( 1122) Area (ha)= 0.24 !ID= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Total Imp(%)= 54.90 Dir. Conn.(%)= (ha)= (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 0.13 0.11 2.00 5.00 1.00 2.00 40.23 40.00 0.013 0.250 155.69 5.00 1.24 5.00 0.33 0.06 12.08 125.20 127.20 0.98 128.58 10.00 (ii) 7.62 (ii) 10.00 0.13 0.03 12.08 84.98 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (7) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 53.30 *TOTALS* 0.087 (iii) 12.08 106.39 127.20 0.84 1 ADD HYD ( 1915)1 1 + 2 = 3 ID1= 1 ( 1122): + ID2= 2 ( 1517): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 0.24 0.087 12.08 106.39 153.76 21.947 12.25 82.03 ID = 3 ( 1915): 154.00 21.971 12.25 82.06 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1516)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 221.02 0.1000 6.69 220.58 0.1000 9.08 220.08 0.1000 19.33 220.11 0.1000 23.03 219.97 0.1000 25.70 220.07 0.1000 29.72 219.64 0.1000 31.23 219.67 0.1000 42.29 219.03 0.1000 44.28 218.80 0.1000 /0.0350 47.07 218.57 0.0350 49.28 218.82 0.0350 /0.1000 54.64 218.77 0.1000 56.07 218.88 0.1000 59.84 220.02 0.1000 76.94 220.59 0.1000 85.94 220.51 0.1000 90.70 220.66 0.1000 93.51 220.58 0.1000 96.40 220.58 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cros) (m/s) 0.08 218.65 .265E+02 0.0 0.45 0.15 218.72 .106E+03 0.2 0.72 0.23 218.80 .260E+03 0.5 0.87 0.34 218.91 .824E+03 1.9 0.98 0.45 219.02 .148E+04 4.0 1.17 0.56 219.13 .222E+04 6.8 1.34 0.67 219.25 .307E+04 10.4 1.47 0.78 219.36 .403E+04 14.7 1.58 0.90 219.47 .510E+04 19.7 1.68 1.01 219.58 .628E+04 25.5 1.76 1.12 219.69 .760E+04 31.8 1.82 1.23 219.80 .906E+04 39.5 1.90 1.34 219.91 .106E+05 48.1 1.97 1.45 220.02 .122E+05 56.4 2.01 1.56 220.14 .144E+05 62.0 1.87 1.67 220.25 .171E+05 73.5 1.87 1.79 220.36 .200E+05 86.8 1.89 1.90 220.47 .231E+05 101.9 1.92 2.01 220.58 .266E+05 114.5 1.87 Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 1915) OUTFLOW: ID= 1 ( 1516) TRAV.TIME (min) 16.02 10.09 8.32 7.42 6.17 5.41 4.92 4.57 4.31 4.10 3.98 3.82 3.67 3.60 3.86 3.88 3.84 3.78 3.86 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 154.00 21.97 12.25 82.06 0.94 1.71 154.00 21.49 12.33 82.06 0.93 1.70 CALIB 1 STANDHYD ( 1120)1 Area (ha)= 4.07 ID= 1 DT= 5.0 min 1 Total Imp(%)= 53.40 Dir. Conn.(%)= 44.60 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 2.18 1.90 Dep. Storage (mm)= 2.00 6.18 Average Slope (%)= 2.00 2.00 Length (m)= 164.80 40.00 < < DATA FOR SECTION ( Distance Elevation 60.27 207.60 63.05 206.84 68.76 202.97 70.01 202.07 71.32 201.39 72.62 200.83 73.93 200.52 75.23 200.30 76.47 200.24 77.56 200.13 0. 78.48 199.88 79.53 199.69 80.82 199.80 82.05 200.10 0. 83.85 200.51 88.71 201.62 91.14 202.59 98.85 206.42 100.26 206.92 102.43 207.50 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0400 /0.0350 0.0350 0.0350 0.0350 0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 TRAVEL TIME TABLE Main Main Main Main Main channel Channel channel channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.41 200.10 .377E+03 1.5 1.46 0.80 200.49 .138E+04 8.9 2.31 1.19 200.88 .296E+04 24.4 2.95 1.58 201.27 .495E+04 49.0 3.54 1.97 201.66 .730E+04 83.0 4.07 2.36 202.05 .993E+04 127.3 4.59 2.75 202.44 .128E+05 181.7 5.09 3.14 202.83 .158E+05 245.8 5.55 3.52 203.22 .191E+05 319.6 5.99 3.91 203.61 .225E+05 402.8 6.40 4.30 203.99 .262E+05 495.8 6.78 4.69 204.38 .300E+05 598.6 7.15 5.08 204.77 .340E+05 711.6 7.49 5.47 205.16 .382E+05 834.9 7.83 5.86 205.55 .426E+05 968.8 8.14 6.25 205.94 .472E+05 1113.4 8.45 6.64 206.33 .519E+05 1269.1 8.75 7.03 206.72 .569E+05 1432.3 9.01 7.42 207.11 .622E+05 1593.1 9.18 INFLOW : ID= OUTFLOW: ID= AREA (ha) 2 ( 1914) 158.07 1 ( 1515) 158.07 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 21.74 12.33 82.64 22.01 12.33 82.64 TRAV.TIME (min) 4.10 2.58 2.02 1.69 1.47 1.30 1.17 1.07 1.00 0.93 0.88 0.84 0.80 0.76 0.73 0.71 0.68 0.66 0.65 <-pipe / channel-> MAX DEPTH MAX VEL 1.12 (2.82 1.13 2.83 Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.013 155.69 5.00 2.35 5.00 0.30 0.78 12.08 125.20 127.20 0.98 0.250 152.82 10.00 (ii) 8.30 (ii) 10.00 0.13 0.62 12.08 88.13 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.410 (iii) 12.08 104.66 127.20 0.82 RESERVOIR( 1402)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min I OUTFLOW STORAGE 1 OUTFLOW STORAGE (cms) (ha.m.) 1 (cms) (ha.m.) 0.0000 0.0000 0.0680 0.1474 0.0030 0.0098 0.1870 0.1673 0.0050 0.0207 1 0.2110 0.1881 0.0060 0.0328 1 0.2210 0.2096 0.0070 0.0461 0.2640 0.2320 0.0080 0.0606 0.4530 0.2552 0.0090 0.0761 0.7810 0.2793 0.0100 0.0927 1.2530 0.3043 0.0110 0.1101 1.8780 0.3301 0.0110 0.1284 2.2530 0.3434 INFLOW : ID= 2 ( 1120) OUTFLOW: ID= 1 ( 1402) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 4.074 1.410 12.08 104.66 4.074 0.249 12.50 104.46 PEAK FLOW REDUCTION [Qout/Qin](%)= 17.68 TIME SHIFT OF PEAK FLOW (min)= 25.00 MAXIMUM STORAGE USED (ha.m.)= 0.2245 1 AD YD ( 1914)] 11 + 2 ID1= 1 ( 1402): + ID2= 2 ( 1516): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 4.07 0.249 12.50 104.46 154.00 21.491 12.33 82.06 ID = 3 ( 1914): 158.07 21.737 12.33 82.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1515)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 PEAK FLOW (cms)- 0.725 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 79.098 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.622 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 1119) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 0.800 PEAK FLOW (cms)- 1.172 (1) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 90.100 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.708 7.20 Curve Number (CN)= 85.0 4.23 # of Linear Res.(N)= 3.00 0.34 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB STANDHYD ( 1135) Area (ha)= 1.40 ID= 1 DT= 5.0 min Total Imp(%)= 55.80 Dir. Conn.(%)= 32.00 surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%)- (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (1) 0.78 0.62 1.00 4.99 1.00 2.00 96.54 40.00 0.013 0.250 155.69 5.00 2.10 5.00 0.31 0.19 12.08 126.20 127.20 0.99 209.67 10.00 (ii) 7.34 (ii) 10.00 0.13 0.29 12.08 95.62 127.20 0.75 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.8 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.487 (iii) 12.08 105.40 127.20 0.83 CALIB NASHYD ( 1118)1 ID= 1 DT= 5.0 min Area (ha) - 1a (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.456 8.81 Curve Number (CN)= 80.0 6.49 # of Linear Res.(N)= 3.00 0.74 1 CALIB 1 STANDHYD ( 1121) Area (ha)= 18.35 110= 1 DT= 5.0 min Total Imp(%)= 48.50 Dir. Conn.(%)= 27.80 Surface Area (ha)= Dep. Storage (m) - Average Slope (%)- Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 8.90 9.45 1.00 5.00 1.00 2.00 349.74 40.00 0.013 0.250 155.69 5.00 4.54 5.00 0.23 2.14 12.08 126.20 127.20 0.99 187.99 15.00 (ii) 10.02 (ii) 15.00 0.10 3.38 12.17 93.54 127.20 0.74 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 5.187 (iii) 12.08 102.62 127.20 0.81 I ADD HYD ( 1927)1 I 1+ 2= 3 I ID1= 1 ( 1121): + ID2= 2 ( 1135): AREA (ha) 18.35 1.40 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.187 12.08 102.62 0.487 12.08 105.40 ID = 3 ( 1927): 19.75 5.675 12.08 102.82 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 1403)1 OVERFLOW I5 OFF IN= 2---> OUT= 1 I DT= 5.0 min OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0650 0.9426 0.0050 0.0540 0.1320 1.0225 0.0080 0.1101 0.1390 1.1043 0.0110 0.1684 0.5180 1.2739 0.0150 0.2914 0.9150 1.3616 0.0180 0.4232 1.7130 1.4513 0.0200 0.5639 2.9420 1.5429 0.0210 0.6371 4.0130 1.6365 0.0230 0.7873 5.5110 1.7320 0.0240 0.8643 I 6.8370 1.8001 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 1927) 19.746 5.675 12.08 102.82 OUTFLOW: ID= 1 ( 1403) 19.746 0.576 13.00 98.61 PEAK FLOW REDUCTION [Qout/Qin](%)= 10.15 TIME SHIFT OF PEAK FLOW (min)= 55.00 MAXIMUM STORAGE USED (ha.m.)= 1.2869 IADD HYD ( 1913)1 1 + 2 = 3 ID1= 1 ( 1913): + ID2= 2 ( 1601): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 174.08 23.726 12.33 82.77 19.75 0.576 13.00 98.60 ID = 3 ( 1913): 193.83 23.886 12.33 84.38 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1514)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 60.27 207.60 63.05 206.84 68.76 70.01 71.32 72.62 73.93 75.23 76.47 77.56 78.48 79.53 80.82 82.05 83.85 88.71 91.14 98.85 100.26 102.43 202.97 202.07 201.39 200.83 200.52 200.30 200.24 200.13 199.88 199.69 199.80 200.10 200.51 201.62 202.59 206.42 206.92 207.50 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 Main Main Main Main Main Channel Channel Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.41 200.10 .793E+03 2.0 1.86 6.76 0.80 200.49 .290E+04 11.3 2.95 4.26 1.19 200.88 .623E+04 31.1 3.76 3.33 1.58 201.27 .104E+05 62.5 4.52 2.78 1.97 201.66 .153E+05 105.9 5.20 2.42 2.36 202.05 .209E+05 162.5 5.86 2.14 2.75 202.44 .269E+05 231.9 6.50 1.93 3.14 202.83 .333E+05 313.8 7.09 1.77 3.52 203.22 .402E+05 407.9 7.65 1.64 3.91 203.61 .474E+05 514.2 8.17 1.54 4.30 203.99 .551E+05 632.8 8.66 1.45 4.69 204.38 .631E+05 764.1 9.12 1.38 5.08 204.77 .715E+05 908.3 9.56 1.31 5.47 205.16 .804E+05 1065.7 9.99 1.26 5.86 205.55 .896E+05 1236.6 10.40 1.21 6.25 205.94 .992E+05 1421.2 10.79 1.16 6.64 206.33 .109E+06 1619.9 11.17 1.12 7.03 206.72 .120E+06 1828.2 11.50 1.09 7.42 207.11 .131E+06 2033.5 11.72 1.07 ROUTEPIPE( 1601)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 900.00 Length (m)= 151.40 Slope (m/m)= 0.002 Manning n = 0.013 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.05 .194E+01 0.0 0.34 0.09 .540E+01 0.0 0.53 0.14 .976E+01 0.0 0.68 0.19 .148E+02 0.1 0.81 0.24 .202E+02 0.1 0.92 0.28 .261E+02 0.2 1.02 0.33 .322E+02 0.2 1.10 0.38 .385E+02 0.3 1.18 0.43 .449E+02 0.4 1,24 0.47 .514E+02 0.4 1.30 0.52 .578E+02 0.5 1.35 0.57 .641E+02 0.6 1.39 0.62 .702E+02 0.7 1.42 0.66 .761E+02 0.7 1.44 0.71 .816E+02 0.8 1.45 0.76 .866E+02 0.8 1.45 0.81 .909E+02 0.9 1.43 0.85 .944E+02 0.9 1.40 0.90 .963E+02 0.8 1.27 <---- hydrograph AREA QPEAK TPEAK INFLOW : ID= 2 ( 1403) 19.75 (cms)05 (hrs) OUTFLOW: ID= 1 ( 1601) 19.75 0.58 13.00 TRAV.TIME min 7.46 4.78 3.72 3.13 2.75 2.48 2.29 2.14 2.03 1.94 1.87 1.82 1.78 1.75 1.74 1.74 1.76 1.81 1.98 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 98.61 0.56 1.38 98.60 0.56 1.38 ADD HYD ( 1913)1 1 + 2 = 3 ID1= 1 ( 1118): + ID2= 2 ( 1119): AREA (ha) 8.81 7.20 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.725 12.75 79.10 1.172 12.25 90.10 ID = 3 ( 1913): 16.01 1.715 12.33 84.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 1913)1 I 3 + 2 = 1 AREA QPEAK TPEAK R.V. ha mm ID1= 3 ( 1913): 16 01 1.715) 12.33cms rs) 84.05) + ID2= 2 ( 1515): 158.07 22.011 12.33 82.64 ID = 1 ( 1913): 174.08 23.726 12.33 82.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. (ha) INFLOW : ID= 2 ( 1913) 193.83 OUTFLOW: ID= 1 ( 1514) 193.83 (cms) (hrs) (mm) 23.89 12.33 84.38 23.56 12.42 84.38 (m) 1.05 1.04 (m/s) 3.42 3.40 CALIB NASHYD ( 1117) Area (ha)- 11D- 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.525 PEAK FLOW (cms)= 0.432 (l) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 44.561 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.350 9.14 Curve Number (CN)- 55.0 6.14 # of Linear Res.(N)= 3.00 0.67 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 1912)1 I 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 1117): 9.14 0.432) 12.67cms rs) 44.56) + 102= 2 ( 1514): 193.83 23.560 12.42 84.38 ID = 3 ( 1912): 202.97 23.943 12.42 82.59 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 1510)1 I IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 11.63 189.16 0.0600 14.24 14.96 14.97 17.56 18.21 20.89 21.48 22.56 24.26 25.10 27.27 30.89 34.51 39.11 40.30 188.77 188.71 188.71 188.16 188.14 188.05 188.05 188.14 188.37 188.57 189.00 189.35 189.45 189.56 189.61 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m). (m) (cu.m.) (cros) 0.05 188.09 .615E+01 0.0 Main Channel Main Channel Main Channel Main Channel Main Channel <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL VELOCITY TRAV.TIME (m/s) (min) 0.18 8.72 0.09 188.14 .206E+02 0.1 0.27 5.74 0.15 188.20 .495E+02 0.2 0.42 3.74 0.21 188.26 .833E+02 0.5 0.55 2.86 0.27 188.32 .121E+03 0.8 0.65 2.41 0.33 188.38 .163E+03 1.3 0.73 2.12 0.39 188.44 .209E+03 1.8 0.81 1.92 0.45 188.50 .257E+03 2.4 0.88 1.77 0.51 188.56 .308E+03 3.1 0.95 1.65 0.57 188.62 .363E+03 3.9 1.00 1.55 0.63 188.68 .421E+03 4.8 1.06 1.47 0.69 188.74 .482E+03 5.7 1.10 1.41 0.75 188.80 .548E+03 6.7 1.14 1.36 0.81 188.86 .619E+03 7.8 1.19 1.32 0.87 188.92 .692E+03 9.1 1.23 1.27 0.93 188.98 .770E+03 10.4 1.26 1.24 0.99 189.04 .851E+03 11.8 1.29 1.21 1.05 189.10 .937E+03 13.2 1.32 1.18 1.11 189.16 .103E+04 14.7 1.34 1.17 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1912) 202.97 23.94 12.42 82.59 1.10 1.33 OUTFLOW: ID= 1 ( 1510) 202.97 24.01 12.42 82.59 1.11 1.34 CALIB 1 NASHYD ( 1114)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.566 PEAK FLOW (cms)= 0.341 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 35.168 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.276 8.03 Curve Number (CN)= 47.0 7.72 # of Linear Res.(N)= 3.00 0.54 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 1113)1 ID= 1 DT= 5,0 min Ia mm= Area (ha)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.319 PEAK FLOW (cms)= 0.237 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 38.594 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.303 6.75 Curve Number (CN)= 50.0 7.03 # of Linear Res.(N)= 3.00 0.81 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.09 191.02 .218E+02 0.1 0.45 7.19 0.12 191.05 .323E+02 0.1 0.53 6.05 0.16 191.08 .442E+02 0.1 0.61 5.31 0.19 191.11 .575E+02 0.2 0.67 4.78 0.22 191.14 .722E+02 0.3 0.74 4.38 0.25 191.17 .883E+02 0.4 0.79 4.06 0.28 191.20 .106E+03 0.5 0.85 3.80 0.31 191.24 .125E+03 0.6 0.90 3.58 0.34 191.27 .145E+03 0.7 0.95 3.39 0.37 191.30 .167E+03 0.9 1.00 3.23 0.41 191.33 .191E+03 1.0 1.04 3.11 0.44 191.36 .219E+03 1.2 1.07 3.01 0.47 191.39 .249E+03 1.4 1.10 2.93 0.50 191.42 .285E+03 1.6 1.11 2.90 0.53 191.45 .354E+03 1.9 1.04 3.09 0.57 191.49 .480E+03 2.3 0.94 3.41 0.60 191.53 .643E+03 2.9 0.88 3.67 INFLOW : ID= 2 ( 1115) OUTFLOW: ID= 1 ( 1512) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 3.25 0.52 12.08 57.87 0.30 0.87 3.25 0.47 12.08 57.85 0.28 0.85 CALIB STANDHYD ( 1116) Area (ha)= 2.82 ID= 1 DT= 5.0 min 1 Total Imp(%)= 30.50 Dir. Conn.(%)= 20.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.86 1.96 Dep. Storage (mm)= 2.00 5.77 Average slope (%)= 1.80 2.00 Length (m)= 137.04 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 2.17 5.00 0.31 0.25 12.08 125.20 127.20 0,98 64.16 15.00 (ii) 10.60 (ii) 15.00 0.09 0.22 12.17 38.83 127.20 0.31 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.441 (iii) 12.08 56.88 127.20 0.45 1 CALIB 1 STANDHYD ( 1115) Area (ha)= 3.25 IID= 1 DT= 5.0 min Total Imp(%)= 34.50 Dir. Conn.(%)= 20.30 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%) = (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 1.12 2.00 2.50 147.16 0.013 155.69 5.00 2.05 5.00 0.31 0.29 12.08 125.20 127.20 0.98 PERVIOUS 2.13 5.94 2.00 40.00 0.250 (1) 72.03 15.00 (ii) 10.10 (ii) 15.00 0.10 0.27 12.17 40.73 127.20 0.32 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.519 (iii) 12.08 57.87 127.20 0.45 1 ROUTE CHN( 1512)1 1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 191.45 3.00 191.48 4.00 191.50 6.00 191.40 7.00 191.43 8.00 191.43 10.00 191.51 11.00 191.44 12.00 191.48 13.00 191.45 15.00 190.92 16.00 190.94 18.00 191.50 19.00 191.53 20.00 191.50 21.00 191.43 22.00 191.42 23.00 191.44 24.00 191.40 25.00 191.28 DEPTH (m) 0.03 0.06 ELEV (m) 190.96 190.99 ( 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0500 0.0500 0.0500 0.0500 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cros) .491E+01 0.0 .127E+02 0.0 Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 0.21 0.35 TRAV.TIME (min) 15.49 9.31 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 8.00 191.96 0.1000 10.00 191.80 0.1000 11.00 191.83 0.1000 13.00 191.82 0.1000 16.00 191.86 0.1000 /0.1000 Main Channel 19.00 191.81 0.1000 Main Channel 21.00 191.82 0.1000 Main Channel 22.00 191.80 0.1000 Main Channel 24.00 191.83 0.1000 Main Channel 25.00 191.78 0.1000 Main Channel 27.00 191.86 0.1000 Main Channel 28.00 191.91 0.1000 Main Channel 29.00 191.90 0.1000 Main channel 30.00 191.82 0.1000 Main channel 32.00 191.80 0.1000 Main Channel 33.00 191.82 0.1000 /0.1000 Main Channel 35.00 191.91 0.1000 36.00 191.90 0.1000 37.00 191.91 0.1000 38.00 191.91 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.01 191,79 .316E+00 0.0 0.04 0.01 191.79 .126E+01 0.0 0.07 0.02 191.80 .284E+01 0.0 0.09 0.03 191.81 .658E+01 0.0 0.08 0.03 191.81 .156E+02 0.0 0.08 0.04 191.82 .338E+02 0.0 0.09 0.05 191.83 .603E+02 0.0 0.11 0.05 191.83 .986E+02 0.0 0.14 0.06 191.84 .141E+03 0.1 0.17 0.07 191.85 .187E+03 0.1 0.19 0.08 191.86 .237E+03 0.2 0.22 0.08 191.86 .290E+03 0.2 0.24 0.09 191.87 .345E+03 0.3 0.26 0.10 191.88 .402E+03 0.4 0.29 0.11 191.89 .459E+03 0.4 0.31 0.11 191.89 .518E+03 0.5 0.33 0.12 191.90 .579E+03 0.6 0.35 0.13 191.91 .645E+03 0.7 0.36 0.14 191.92 .715E+03 0.8 0.37 INFLOW : ID= 2 ( 1116) OUTFLOW: ID= 1 ( 1513) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.82 0.44 12.08 56.88 2.82 0.25 12.17 56.69 > TRAV.TIME (min) 124.43 78.39 61.86 71.21 69.81 60.31 47.81 38.14 31.99 28.00 25.16 22.95 20.77 19.06 17.68 16.54 15.74 15.14 14.56 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.11 0.31 0.09 0.25 1 ADD HYD ( 1911)1 1 1+ 2= 3 I ROUTE CHN( 1513)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 ID1= 1 ( 1113): + ID2= 2 ( 1114): AREA (ha) 6.75 8.03 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.237 12.83 38.59 0.341 12.50 35.17 ID = 3 ( 1911): 14.78 0.561 12.67 36.73 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 1911)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 1911): 14.78 0.561) 12.67cms rs) 36.73) + ID2= 2 ( 1512): 3.25 0.467 12.08 57.85 ID = 1 ( 1911): 18.02 0.747 12.17 40.54 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 1911)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ha cms rsID1= 1 ( 1911): 18 02 0.747) 12.17) 40.54) + ID2= 2 ( 1513): 2.82 0.250 12.17 56.69 ID = 3 ( 1911): 20.84 0.996 12.17 42.72 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1511)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 189.14 0.1000 1.00 189.15 0.1000 2.00 189.12 0.1000 3.00 189.14 0.1000 4.00 189.14 0.1000 5.00 189.16 0.1000 6.00 189.21 0.1000 7.00 189.23 0.1000 8.00 189.18 0.1000 /0.0500 Main Channel 11.00 188.74 0.0500 Main channel 12.00 188.74 0.0500 Main channel 16.00 189.09 0.0500 Main Channel 17.00 189.08 0.0500 Main Channel 19.00 189.18 0.0500 /0.1000 Main channel 20.00 189.21 0.1000 21.00 189.26 0.1000 22.00 189.28 0.1000 23.00 189.22 0.1000 24.00 189.21 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 188.77 .106E+02 0.0 0.11 48.93 0.05 188.79 .262E+02 0.0 0.17 32.54 0.08 188.82 .463E+02 0.0 0.21 25.88 0.11 188.85 .709E+02 0.1 0.25 22.02 0.14 188.88 .100E+03 0.1 0.28 19.41 0.16 188.90 .134E+03 0.1 0.31 17.50 0.19 188.93 .172E+03 0.2 0.34 16.02 0.22 188.96 .215E+03 0.2 0.37 14.83 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 11.63 189.16 0.0600 12.58 189.09 0.0600 14.24 188.77 0.0600 14.96 188.71 0.0600 14.97 188.71 0.0600 17.56 188.16 0.0600 /0.0350 Main Channel 18.21 188.14 0.0350 Main channel 20.89 188.05 0.0350 Main channel 21.48 188.05 0.0350 Main channel 22.56 188.14 0.0350 /0.0600 Main Channel 24.26 188.37 0.0600 25.10 188.57 0.0600 27.27 189.00 0.0600 30.89 189.35 0.0600 34.51 189.45 0.0600 39.11 189.56 0.0600 40.30 189.61 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 188.09 .389E+01 0.0 0.14 6.85 0.09 188.14 .130E+02 0.0 0.22 4.51 0.15 188.20 .313E+02 0.2 0.34 2.94 0.21 188.26 .527E+02 0.4 0.44 2.25 0.27 188.32 .767E+02 0.7 0.52 1.89 0.33 188.38 .103E+03 1.0 0.59 1.67 0.39 188.44 .132E+03 1.5 0.65 1.51 0.45 188.50 .163E+03 1.9 0.71 1.39 0.51 188.56 .195E+03 2.5 0.76 1.30 0.57 188.62 .229E+03 3.1 0.81 1.22 0.63 188.68 .266E+03 3.8 0.85 1.16 0.69 188.74 .305E+03 4.6 0.89 1.11 0.75 188.80 .347E+03 5.4 0.92 1.07 0.81 188.86 .391E+03 6.3 0.95 1.03 0.87 188.92 .438E+03 7.3 0.99 1.00 0.93 188.98 .487E+03 8.3 1.02 0.97 0.99 189.04 .538E+03 9.5 1.04 0.95 1.05 189.10 .592E+03 10.6 1.06 0.93 1.11 189.16 .651E+03 11.8 1.07 0.92 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1926) 229.25 25.05 12.42 78.11 1.08 1.07 OUTFLOW: ID= 1 ( 1528) 229.25 25.00 12.42 78.10 1.10 1.07 CALIB STANDHYD ( 1111) Area (ha)= 6.49 ID= 1 DT= 5.0 min 1 Total Imp(%)= 26.00 Dir. Conn.(%)= 21.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.69 4.80 Dep. Storage (mm)= 2.00 6.80 Average slope (%)= 1.00 2.00 0.25 188.99 .262E+03 0.3 0.40 13.85 0.27 189.01 .314E+03 0.4 0.42 13.02 0.30 189.04 .370E+03 0.5 0.45 12.30 0.33 189.07 .431E+03 0.6 0.47 11.68 0.36 189.10 .501E+03 0.7 0.45 12.17 0.38 189.12 .582E+03 0.8 0.47 11.62 0.41 189.15 .685E+03 1.0 0.48 11.35 0.44 189.18 .823E+03 1.2 0.48 11.36 0.47 189.21 .102E+04 1.6 0.50 10.85 0.51 189.25 .126E+04 2.0 0.52 10.53 0.54 189.28 .152E+04 2.5 0.54 10.20 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1911) 20.84 1.00 12.17 42.72 0.41 0.48 OUTFLOW: ID= 1 ( 1511) 20.84 0.88 12.50 42.72 0.39 0.47 1 CALIB 1 NASHYD ( 1112) Area (ha)= 5.44 Curve Number (CN)= 56.0 1ID= 1 DT= 5.0 min Ia (mm)= 4.82 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.87 Unit Hyd Qpeak (cms)= 0.238 PEAK FLOW (cms)= 0.220 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 46.518 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.366 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1926)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 1112): 5.44 0.220) 12.92cms rs) 46.52) + ID2= 2 ( 1510): 202.97 24.010 12.42 82.59 ID = 3 ( 1926): 208.41 24.172 12.42 81.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 1926)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 3 ( 1926): 208.41 24.172 12.42 81.64 + ID2= 2 ( 1511): 20.84 0.884 12.50 42.72 ID = 1 ( 1926): 229.25 25.053 12.42 78.11 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1528)1 Length Mannings n (m)= Max. Eff. Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 208.01 40.00 0.013 0.250 155.69 53.41 5.00 15.00 3.32 (ii) 12.39 (ii) 5.00 15.00 0.26 0.08 PEAK FLOW (cms)= 0.58 0.42 TIME TO PEAK (hrs)= 12.08 12.17 RUNOFF VOLUME (mm)= 125.20 34.46 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.27 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 44.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.934 (iii) 12.08 53.52 127.20 0.42 1 ADD HYD ( 1910)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 1111): 6.49 0.934) 12.08cms rs) 53.52) + ID2= 2 ( 1528): 229.25 24.996 12.42 78.10 ID = 3 ( 1910): 235.74 25.301 12.42 77.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1509)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 26.23 192.85 0.0600 26.63 192.83 0.0600 27.10 192.78 0.0600 27.71 192.72 0.0600 28.00 192.66 0.0600 /0.0350 Main Channel 28.74 192.53 0.0350 Main Channel 29.21 192.50 0.0350 Main Channel 29.29 192.48 0.0350 Main Channel 29.98 192.44 0.0350 Main Channel 30.91 192.40 0.0350 Main Channel 31.53 192.42 0.0350 Main Channel 31.87 192.45 0.0350 Main channel 32.83 192.62 0.0350 /0.0600 Main Channel 33.34 192.76 0.0600 33.37 192.81 0.0600 33.90 192.94 0.0600 34.15 192.95 0.0600 35.03 192.91 0.0600 35.71 193.01 0.0600 36.03 193.03 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 192.42 .242E+01 0.0 0.09 43.91 0.04 192.44 .926E+01 0.0 0.14 26.52 0.07 192.46 .195E+02 0.0 0.19 19.52 0.09 192.48 .322E+02 0.0 0.24 15.82 0.11 192.51 .469E+02 0.1 0.28 13.33 0.13 192.53 .637E+02 0.1 0.32 11.91 0.15 192.55 .823E+02 0.1 0.36 10.50 0.18 192.57 .102E+03 0.2 0.40 9.49 0.20 192.59 .123E+03 0.2 0.43 8.71 0.22 192.62 .145E+03 0.3 0.47 8.09 0.24 192.64 .169E+03 0.4 0.50 7.47 0.27 192.66 .197E+03 0.5 0.55 6.88 0.29 192.69 .227E+03 0.6 0.60 6.33 0.32 192.71 .258E+03 0.7 0.64 5.90 0.34 192.74 .290E+03 0.9 0.68 5.56 0.37 192.77 .324E+03 1.0 0.71 5.29 0.40 192.79 .360E+03 1.2 0.75 5.05 0.42 192.82 .398E+03 1.4 0.78 4.86 0.45 192.84 .438E+03 1.6 0.80 4.70 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1910) 235.74 25.30 12.42 77.43 0.45 0.80 OUTFLOW: ID= 1 ( 1509) 235.74 24.40 12.50 77.42 0.45 0.80 STLIB 1 ANDHYD ( 1110)1 Area (ha)= 4.36 ID= 1 DT= 5.0 min 1 Total Imp(%)= 21.00 Dir. Conn.(%)= 16.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.92 3.44 Dep. Storage (mm)= 2.00 8.69 Average Slope (%)= 1.00 2.00 Length (m)= 170.45 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 61.82 5.00 15.00 2.95 (ii) 11.50 (ii) 5.00 15.00 0.28 0.09 0.30 12.08 125.20 127.20 0.98 0.36 12.17 39.58 127.20 0.31 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. *TOTALS* 0.602 (iii) 12.08 53.28 127.20 0.42 0.57 186.56 .238E+04 3.7 0.42 10.72 0.62 186.61 .314E+04 5.4 0.46 9.77 0.67 186.66 .396E+04 7.4 0.51 8.93 0.72 186.71 .482E+04 9.8 0.55 8.23 0.77 186.76 .574E+04 12.5 0.59 7.66 0.81 186.80 .671E+04 15.4 0.62 7.28 0.86 186.85 .795E+04 17.5 0.60 7.57 0.91 186.90 .962E+04 20.9 0.59 7.66 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1592) 107.95 1.53 11.42 76.98 0.42 0.47 OUTFLOW: ID= 1 ( 1508) 107.95 1.53 13.42 76.97 0.42 0.47 1 ADD HYD ( 1908)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 1109): 12.56 0.352 13.83 51.20 + ID2= 2 ( 1508): 107.95 1.530 13.42 76.97 ID = 3 ( 1908): 120.51 1.882 13.83 74.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1507)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 185.89 0.0500 3.38 185.82 0.0500 8.37 185.62 0.0500 16.93 184.91 0.0500 17.65 183.99 0.0500 /0.0450 Main Channel 19.50 184.00 0.0450 /0.1000 Main Channel 20.43 184.51 0.1000 24.03 185.12 0.1000 49.19 186.00 0.1000 70.05 186.50 0.1000 132.87 186.50 0.1000 160.82 186.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.13 184.12 .168E+02 0.2 0.89 1.22 0.26 184.25 .371E+02 0.8 1.36 0.80 0.40 184.39 .604E+02 1.6 1.70 0.64 0.53 184.52 .867E+02 2.6 1.98 0.55 0.66 184.65 .119E+03 3.9 2.15 0.51 0.79 184.78 .158E+03 5.5 2.27 0.48 0.92 184.91 .205E+03 7.4 2.35 0.46 1.06 185.05 .267E+03 9.5 2.34 0.47 1.19 185.18 .352E+03 12.2 2.27 0.48 1.32 185.31 .479E+03 15.8 2.15 0.51 1.45 185.44 .652E+03 20.7 2.08 0.53 1.59 185.58 .872E+03 27.2 2.04 0.53 (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1909)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 1110): 4.36 0.602) 12.08cms rs) 53.28) + ID2= 2 ( 1509): 235.74 24.398 12.50 77.42 ID = 3 ( 1909): 240.10 24.586 12.50 76.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 DUHYD ( 1592) 1 Inlet Cap.= 1.530 #of Inlets= 1 Total(cms)= 1,5 TOTAL HYD.(ID= 1): 240.10 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 24.59 12.50 76.98 MAJOR SYS.(ID= 2): 132.15 23.06 12.50 76.98 MINOR SYS.(ID= 3): 107.95 1.53 11.42 76.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 188.32 0.0500 4.74 188.19 0.0500 33.55 186.46 0.0500 43.94 186.52 0.0500 58.34 186.48 0.0500 61.94 186.01 0.0500 /0.0450 Main Channel 63.68 185.99 0.0450 /0.1000 Main Channel 65.61 186.04 0.1000 66.54 186.26 0.1000 78.23 186.42 0.1000 88.57 186.56 0.1000 116.83 187.00 0.1000 219.83 186.80 0.1000 229.83 186.90 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 186.04 .306E+02 0.0 0.15 29.31 0.10 186.09 .844E+02 0.1 0.25 17.96 0.14 186.13 .146E+03 0.2 0.33 13.74 0.19 186.18 .214E+03 0.3 0.39 11.46 0.24 186.23 .290E+03 0.5 0.45 10.00 0.29 186.28 .377E+03 0.7 0.48 9.50 0.34 186.33 .504E+03 0.9 0.47 9.56 0.38 186.37 .682E+03 1.2 0.47 9.54 0.43 186.42 .910E+03 1.6 0.48 9.50 0.48 186.47 .119E+04 2.0 0.45 9.94 0.53 186.52 .166E+04 2.4 0.40 11.38 1.72 185.71 1.85 185.84 1.98 185.97 2.11 186.10 2.25 186.24 2.38 186.37 2.51 186.50 .114E+04 .147E+04 .187E+04 .233E+04 .290E+04 .358E+04 .437E+04 35.0 2.01 0.54 44.7 1.99 0.55 58.1 2.03 0.54 73.2 2.06 0.53 92.1 2.08 0.52 115.4 2.11 0.52 126.9 1.90 0.57 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1908) 120.51 1.88 13.83 74.29 0.44 1.78 OUTFLOW: ID= 1 ( 1507) 120.51 1.88 13.83 74.29 0.43 1.77 CALIB NASHYD ( 1108) Area (ha)= 3.40 Curve Number (cN)= 63.0 11D= 1 DT= 5.0 min is (mm)= 4.57 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.79 Unit Hyd Qpeak (cms)= 0.165 PEAK FLOW (cms)= 0.179 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 55.326 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.435 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1907)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 1108): 3.40 0.179 12.83 55.33 + ID2= 2 ( 1507): 120.51 1.882 13.83 74.29 ID = 3 ( 1907): 123.91 2.004 13.33 73.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1506)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.25 0.0500 3.53 183.17 0.0500 4.86 183.08 0.0500 6.79 182.04 0.0500 8.07 181.49 0.0500 /0.0450 Main Channel 10.13 181.37 0.0450 /0.1000 Main Channel 11.64 182.64 0.1000 15.40 182.76 0.1000 17.38 182.73 0.1000 75.66 182.80 0.1000 117.59 182.00 0.1000 136.51 182.00 0.1000 < 196.24 356.69 182.20 0.1000 183.10 0.1000 TRAVEL TIME TABLE > 1 ROUTE CHN( 1505)1 1 IN= 2---> OUT= 1 1 Routing time step (min) '= 5.00 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 181.46 .157E+02 0.0 0.18 19.33 0.18 181.55 .570E+02 0.1 0.34 10.22 0.27 181.64 .106E+03 0.2 0.47 7.31 0.36 181.73 .160E+03 0.4 0.58 5.96 0.46 181.83 .221E+03 0.7 0.67 5.16 0.55 181.92 .287E+03 1.0 0.75 4.62 0.64 182.01 .391E+03 1.4 0.73 4.74 0.73 182.10 .117E+04 2.2 0.39 8.84 0.82 182.19 .256E+04 3.9 0.31 11.02 0.91 182.28 .448E+04 6.7 0.31 11.08 1.00 182.37 .680E+04 10.8 0.33 10.50 1.09 182.46 .951E+04 16.1 0.35 9.84 1.18 182.55 .126E+05 22.9 0.37 9.21 1.27 182.64 .162E+05 31.1 0.40 8.66 1.37 182.74 .201E+05 40.3 0.41 8.32 1.46 182.83 .253E+05 48.5 0.40 8.68 1.55 182.92 .311E+05 65.0 0.43 7.98 1.64 183.01 .373E+05 83.8 0.46 7.41 1.73 183.10 .437E+05 104.9 0.50 6.95 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1907) 123.91 2.00 13.33 73.77 0.71 0.44 OUTFLOW: ID= 1 ( 1506) 123.91 2.00 13.67 73.76 0.70 0.44 CALIB NASHYD ( 1107) Area (ha)= 1.43 Curve Number (CN)- 60.0 ID= 1 DT= 5.0 min Ia (mm)= 9.18 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.62 Unit Hyd Qpeak (cms)- 0.089 PEAK FLOW (cms)= 0.079 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 48.470 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.381 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD (. 1906)1I 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 1107): 1.43 0.079) 12.58cms rs) 48.47) + ID2= 2 ( 1506): 123.91 1.997 13.67 73.76 ID = 3 ( 1906): 125.34 2.031 13.58 73.47 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 56.10 5.00 15.00 1.22 (ii) 10.11 (ii) 5.00 15.00 0.33 0.10 0.03 12.08 125.20 127.20 0.98 0.02 12.17 37.63 127.20 0.30 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 51.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.044 (iii) 12.08 65.80 127.20 0.52 ADD HYD ( 1905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 1106): 0.23 0.044) 12.08cms rs) 65.80) + ID2= 2 ( 1505): 125.34 2.031 13.67 73.47 ID = 3 ( 1905): 125.57 2.034 13.67 73.46 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1504)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.25 0.0500 3.53 183.17 0.0500 4.86 183.08 0.0500 6.79 182.04 0.0500 8.07 181.49 0.0500 /0.0450 Main Channel 10.13 181.37 0.0450 /0.1000 Main Channel 11.64 182.64 0.1000 15.40 182.76 0.1000 17.38 182.73 0.1000 75.66 182.80 0.1000 117.59 182.00 0.1000 136.51 182.00 0.1000 196.24 182.20 0.1000 356.69 183.10 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 181.46 .220E+02 0.0 0.15 32.14 0.18 181.55 .798E+02 0.1 0.28 17.00 0.27 181.64 .148E+03 0.2 0.40 12.15 0.36 181.73 .224E+03 0.4 0.49 9.91 0.46 181.83 .309E+03 0.6 0.56 8.58 0.55 181.92 .402E+03 0.9 0.63 7.68 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.25 0.0500 3.53 183.17 0.0500 4.86 183.08 0.0500 6.79 182.04 0.0500 8.07 181.49 0.0500 /0.0450 Main Channel 10.13 181.37 0.0450 /0.1000 Main Channel 11.64 182.64 0.1000 15.40 182.76 0.1000 17.38 182.73 0.1000 75.66 182.80 0.1000 117.59 182.00 0.1000 136.51 182.00 0.1000 196.24 182.20 0.1000 356.69 183.10 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 181.46 .452E+01 0.0 0.20 4.96 0.18 181.55 .164E+02 0.1 0.38 2.62 0.27 181.64 .303E+02 0.3 0.53 1.87 0.36 181.73 .460E+02 0.5 0.65 1.53 0.46 181.83 .634E+02 0.8 0.75 1.32 0.55 181.92 .826E+02 1.2 0.84 1.18 0.64 182.01 .112E+03 1.5 0.81 1.21 0.73 182.10 .337E+03 2.5 0.44 2.27 0.82 182.19 .737E+03 4.3 0.35 2.83 0.91 182.28 .129E+04 7.6 0.35 2.84 1.00 182.37 .195E+04 12.1 0.37 2.69 1.09 182.46 .273E+04 18.1 0.39 2.52 1.18 182.55 .363E+04 25.6 0.42 2.36 1.27 182.64 .464E+04 34.9 0.45 2.22 1.37 182.74 .578E+04 45.1 0.46 2.13 1.46 182.83 .726E+04 54.3 0.44 2.23 1.55 182.92 .894E+04 72.8 0.48 2.05 1.64 183.01 .107E+05 93.9 0.52 1.90 1.73 183.10 .126E+05 117.6 0.56 1.78 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1906) 125.34 2.03 13.58 73.47 0.68 0.56 OUTFLOW: ID= 1 ( 1505) 125.34 2.03 13.67 73.47 0.68 0.57 1 CALIB 1 STANDHYD ( 1106) Area (ha)= 0.23 1ID= 1 DT= 5.0 min Total Imp(%)= 32.70 Dir. Conn. (7()= 32.20 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.07 0.15 Dep. Storage (mm)= 2.00 11.16 Average Slope (%)= 1.00 2.00 Length (m)= 38.96 40.00 Mannings n = 0.013 0.250 0.64 182.01 .547E+03 1.2 0.61 7.87 0.73 182.10 .164E+04 1.9 0.33 14.70 0.82 182.19 .359E+04 3.3 0.26 18.32 0.91 182.28 .627E+04 5.7 0.26 18.42 1.00 182.37 .952E+04 9.1 0.28 17.46 1.09 182.46 .133E+05 13.6 0.29 16.35 1.18 182.55 .177E+05 19.2 0.31 15.31 1.27 182.64 .226E+05 26.2 0.34 14.39 1.37 182.74 .281E+05 33.9 0.35 13.84 1.46 182.83 .354E+05 40.8 0.33 14.44 1.55 182.92 .435E+05 54.7 0.36 13.27 1.64 183.01 .522E+05 70.6 0.39 12.32 1.73 183.10 .612E+05 88.4 0.42 11.55 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 (. 1905) 125.57 2.03 13.67 73.46 0.74 0.32 OUTFLOW: ID= 1 ( 1504) 125.57 2.01 14.00 73.45 0.74 0.32 1 CALIB NASHYD ( 1105) Area (ha)= 19.91 Curve Number (CN) 53.0 1ID= 1 DT= 5.0 min Ia (mm)= 10.89 # of Linear Res.(N) 3.00 U.H. Tp(hrs)= 1.31 Unit Hyd Qpeak (cms)= 0.581 PEAK FLOW (cms)- 0.501 (1) TIME TO PEAK (hrs)= 13.417 RUNOFF VOLUME (mm)= 39.607 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.311 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1904)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 1104): 11.05 0.247 13.83 41.41 + ID2- 2 ( 1105): 19.91 0.501 13.42 39.61 ID = 3 ( 1904): 30.97 0.741 13.58 40.25 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 1904)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 1904): 30.97 0� 41) 13.58cms rs) 40.25) + IO2= 2 ( 1504): 125.57 2.014 14.00 73.45 ID = 1 ( 1904): 156.54 2.740 13.75 66.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 Mannings n = 0.013 0.250 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.25 0.0500 3.53 183.17 0.0500 4.86 183.08 0.0500 6.79 182.04 0.0500 8.07 181.49 0.0500 /0.0450 Main Channel 10.13 181.37 0.0450 /0.1000 Main channel 11.64 182.64 0.1000 15.40 182.76 0.1000 17.38 182.73 0.1000 75.66 182.80 0.1000 117.59 182.00 0.1000 136.51 182.00 0.1000 196.24 182.20 0.1000 356.69 183.10 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 181.46 .841E+01 0.0 0.09 21.25 0.18 181.55 .305E+02 0.0 0.16 11.24 0.27 181.64 .565E+02 0.1 0.23 8.03 0.36 181.73 .857E+02 0.2 0.28 6.55 0.46 181.83 .118E+03 0.3 0.33 5.67 0.55 181.92 .154E+03 0.5 0.36 5.08 0.64 182.01 .209E+03 0.7 0.35 5.20 0.73 182.10 .628E+03 1.1 0.19 9.72 0.82 182.19 .137E+04 1.9 0.15 12.11 0.91 182.28 .240E+04 3.3 0.15 12.18 1.00 182.37 .364E+04 5.3 0.16 11.54 1.09 182.46 .509E+04 7.9 0.17 10.81 1.18 182.55 .676E+04 11.1 0.18 10.12 1.27 182.64 .865E+04 15.1 0.19 9.51 1.37 182.74 .108E+05 19.6 0.20 9.15 1.46 182.83 .135E+05 23.6 0.19 9.54 1.55 182.92 .166E+05 31.6 0.21 8.77 1.64 183.01 .199E+05 40.8 0.23 8.14 1.73 183.10 .234E+05 51.1 0.24 7.63 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1904) 156.54 2.74 13.75 66.88 0.88 0.15 OUTFLOW: ID= 1 ( 1503) 156.54 2.70 14.00 66.87 0.87 0.15 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB STANDHYD ( 1103) Area (ha)= 0.81 ID= 1 DT= 5.0 min Total Imp(%)= 27.53 Dir. Conn.(%)= 27.51 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.22 0.59 Dep. Storage (mm)= 2.00 7.36 Average Slope (%)= 5.00 2.00 Length (m)= 73.46 40.00 0.82 181.26 .306E+03 6.3 1.15 0.81 0.92 181.36 .368E+03 7.8 1.18 0.79 1.01 181.45 .438E+03 9.5 1.21 0.77 1.10 181.54 .515E+03 11.4 1.24 0.75 1.19 181.63 .601E+03 13.5 1.26 0.74 1.28 181.72 .704E+03 15.9 1.27 0.74 1.37 181.81 .817E+03 18.9 1.30 0.72 1.47 181.91 .935E+03 22.2 1.33 0.70 1.56 182.00 .106E+04 25.8 1.36 0.68 1.65 182.09 .119E+04 29.7 1.40 0.67 1.74 182.18 .132E+04 33.9 1.43 0.65 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1903) 157.35 2.71 14.00 66.88 0.52 0.96 OUTFLOW: ID= 1 ( 1502) 157.35 2.71 14.00 66.88 0.52 0.96 CALIB 1 NASHYD ( 1102)1 Area (ha)= 12.31 Curve Number (CN)= 51.0 ID= 1 DT= 5.0 min Ia (mm)= 10.84 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 2.25 Unit Hyd Qpeak (cms)- 0.209 PEAK FLOW (cms)= 0.193 (i) TIME TO PEAK (hrs)= 14.583 RUNOFF VOLUME (mm)= 37.568 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.295 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1902)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm 101= 1 ( 1102): 12.31 0.193) 14.58cms rs) 37.57) + ID2= 2 ( 1502): 157.35 2.710 14.00 66.88 ID = 3 ( 1902): 169.65 2.893 14.00 64.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 1501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 181.10 0.1000 15.00 181.00 0.1000 51.74 181.38 0.1000 53.94 180.82 0.1000 54.44 180.39 0.1000 /0.0350 Main Channel 55.34 180.45 0.0350 Main Channel 55.74 180.92 0.0350 /0.0500 Main Channel 57.24 181.25 0.0500 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- 155.69 69.80 5.00 10.00 1.10 (ii) 9.25 (ii) 5.00 10.00 0.34 0.12 PEAK FLOW (cms)= 0.10 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.08 12.08 47.29 127.20 0.37 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 58.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.176 (iii) 12.08 68.71 127.20 0.54 ADD HYD ( 1903)1 1 + 2 = 3 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 1 ( 1103): 0.81 0.176 12.08 68.71 + ID2= 2 ( 1503): 156.54 2.701 14.00 66.87 ID = 3 ( 1903): 157.35 2.709 14.00 66.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 1502)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 182.18 0.0500 4.19 181.70 0.0500 8.26 181.59 0.0500 13.22 181.20 0.0500 15.56 180.45 0.0500 /0.0350 Main Channel 19.92 180.44 0.0350 /0.0500 Main Channel 20.65 181.01 0.0500 23.57 181.21 0.0500 28.00 182.45 0.0500 30.48 182.47 0.0500 38.15 182.69 0.0500 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 180.53 .220E+02 0.1 0.33 2.85 0.18 180.62 .473E+02 0.4 0.52 1.81 0.27 180.71 .746E+02 0.9 0.67 1.40 0.37 180.81 .104E+03 1.5 0.79 1.18 0.46 180.90 .136E+03 2.2 0.90 1.04 0.55 180.99 .169E+03 3.0 1.00 0.93 0.64 181.08 .207E+03 3.9 1.07 0.87 0.73 181.17 .252E+03 5.1 1.12 0.83 58.64 61.84 181.48 0.0500 181.53 0.0500 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 180.42 .189E+01 0.0 0.17 16.35 0.08 180.46 .730E+01 0.0 0.30 9.28 0.11 180.50 .138E+02 0.0 0.43 6.44 0.15 180.54 .207E+02 0.1 0.53 5.21 0.19 180.57 .281E+02 0.1 0.62 4.50 0.23 180.61 .360E+02 0.1 0.69 4.03 0.26 180.65 .444E+02 0.2 0.75 3.69 0.30 180.69 .532E+02 0.3 0.81 3.44 0.34 180.72 .625E+02 0.3 0.86 3.24 0.38 180.76 .723E+02 0.4 0.90 3.08 0.41 180.80 .825E+02 0.5 0.94 2.94 0.45 180.84 .933E+02 0.5 0.98 2.84 0.49 180,87 .105E+03 0.6 1.00 2.76 0.53 180.91 .118E+03 0.7 1.03 2.70 0.56 180.95 .133E+03 0.8 1.06 2.61 0.60 180.99 .149E+03 1.0 1.09 2.55 0.64 181.02 .180E+03 1.1 0.99 2.81 0.68 181.06 .268E+03 1.3 0.78 3.56 0.71 181.10 .416E+03 1.5 0.61 4.54 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 1902) 169.65 2.89 14.00 64.76 0.71 0.61 OUTFLOW: ID= 1 ( 1501) 169.65 2.89 14.08 64.75 0.71 0.62 1 CALIB I 1 NASHYD ( 1101)1 Area (ha)= 1.96 Curve Number (CN)= 53.0 !ID= 1 DT= 5.0 min I Ia (mm)= 6.62 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.43 Unit Hyd Qpeak (cms)= 0.175 PEAK FLOW (cms)- 0.120 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 42.038 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.330 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 1901)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 1101): 1.96 0.120) 12.42s rs) 42.04) + 1022 2 ( 1501):_ 169_65_2.891 14.08 64.75 ID = 3 ( 1901): 171.61 2.910 14.08 64.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. NASHYD ( 50120)1 Area (ha)= 12.03 Curve Number (CN)= 83.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 5.70 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.30 Unit Hyd Qpeak (cms)= 1.516 PEAK FLOW (cms)= 2.042 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 85.041 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.669 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 50115)1 Area (ha)= 53.78 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min I Ia (mm)= 9.42 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 4.349 PEAK FLOW (cms)= 5.722 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 74.444 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.585 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50116) Area (ha)= 19.65 Curve Number (CN)= 77.0 ID= 1 DT= 5.0 min Ia (mm)= 8.00 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms)= 2.073 PEAK FLOW (cms)= 2.495 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 72.825 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.573 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 78.31 86.01 88.89 91.74 104.98 113.37 128.12 220.81 221.45 221.49 221.41 221.49 221.10 221.22 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 220.64 .622E+02 0.0 0.36 101.09 0.06 220.67 .174E+03 0.0 0.62 59.10 0.08 220.70 .312E+03 0.1 0.80 45.38 0.11 220.73 .474E+03 0.2 0.96 38.06 0.14 220.75 .661E+03 0.3 1.09 33.34 0.17 220.78 .873E+03 0.5 1.21 29.97 0.20 220.81 .111E+04 0.7 1.29 28.17 0.23 220.84 .139E+04 0.9 1.42 25.61 0.26 220.87 .178E+04 1.3 1.54 23.56 0.29 220.91 .222E+04 1.7 1.68 21.69 0.33 220.94 .271E+04 2.3 1.82 19.99 0.36 220.98 .324E+04 2.9 1.94 18.76 0.40 221.01 .381E+04 3.6 2.04 17.82 0.43 221.04 .442E+04 4.3 2.13 17.08 0.47 221.08 .508E+04 5.1 2.21 16.48 0.50 221.11 .580E+04 6.0 2.25 16.20 0.53 221.15 .686E+04 6.9 2.19 16.60 0.57 221.18 .832E+04 8.0 2.09 17.42 0.60 221.21 .102E+05 9.2 1.97 18.48 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50911) 73.43 8.13 12.33 74.01 0.57 2.07 OUTFLOW: ID= 1 ( 50511) 73.43 6.87 12.67 74.00 0.53 2.19 CALIB NASHYD ( 50144) Area (ha)= 40.06 Curve Number (cN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.47 # of Linear Res.(N)= 3.00 U.N. Tp(hrs)= 0.37 Unit Hyd Qpeak (cms)= 4.135 PEAK FLOW (cms)= 5.118 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 74.036 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.582 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50121) Area (ha)= 78.83 Curve Number (CN)= 58.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 11.15 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.81 unit Hyd Qpeak (cms)= 3.726 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .238E+03 0.4 1.91 9.04 0.20 0.20 .538E+03 1.5 2.85 6.06 0.30 0.30 .900E+03 3.1 3.57 4.84 0.40 0.40 .132E+04 5.3 4.17 4.13 0.50 0.50 .181E+04 8.2 4.71 3.66 0.60 0.60 .236E+04 11.9 5.20 3.31 0.70 0.70 .297E+04 16.2 5.66 3.05 0.80 0.80 .364E+04 21.4 6.09 2.83 0.90 0.90 .438E+04 27.5 6.50 2.65 1.00 1.00 .517E+04 34.5 6.90 2.50 1.11 1.11 .617E+04 45.3 7.60 2.27 1.22 1.22 .732E+04 57.5 8.13 2.12 1.33 1.33 .862E+04 71.0 8.52 2.02 1.44 1.44 .101E+05 85.9 8.82 1.96 1.56 1,56 .117E+05 102.2 9.05 1,91 1.67 1,67 .135E+05 120.0 9.23 1,87 1.78 1.78 .154E+05 139.2 9.37 1.84 1.89 1.89 .174E+05 160.0 9.49 1.82 2.00 2.00 .197E+05 182.3 9.59 1.80 INFLOW ID= 2 OUTFLOW: ID= 1 ( ( <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 50116) 19.65 2.49 12.33 72.82 0.26 3.26 50512) 19.65 2.44 12.42 72.82 0.26 3.23 ADD HYD ( 50911)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 50115): 53.78 5.722) 12.25) 74.44) + 1D2= 2 ( 50512): 19.65 2.442 12.42 72.82 ID = 3 ( 50911): 73.43 8.131 12.33 74.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50511)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 18.29 221.96 0.1000 23.30 221.87 0.1000 27.63 221.63 0.1000 43.48 221.64 0.1000 52.85 221.50 0.1000 55.62 221.62 0.1000 71.59 221.29 0.1000 73.29 220.90 0.1000 73.31 220.89 0.1000 /0.0350 Main Channel 75.92 220.62 0.0350 Main channel 76.64 220.61 0.0350 Main Channel 77.36 220.64 0.0350 Main Channel 78.08 220.80 0.0350 Main channel PEAK FLOW (cms)= 3.274 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 44.894 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.353 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50934)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 50121): 78.83 3.274) 12.83cms rs) 44.89) + IO2= 2 ( 50144): 40.06 5.118 12.33 74.04 ID = 3 ( 50934): 118.89 7.426 12.42 54.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50934)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V.a) . mm ID1= 3 ( 50934): 118.89 7.426) 12.42cms rs) 54.71) + 102= 2 ( 50511): 73.43 6.872 12.67 74.00 ID = 1 ( 50934): 192.32 13.993 12.50 62.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50516)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation manning 28.45 219.77 0.1000 53.29 219.66 0.1000 60.19 219.67 0.1000 62.52 219.78 0.1000 66.64 219.83 0.1000 68.02 219.87 0.1000 68.51 219.83 0.1000 71.23 219.79 0.1000 73.64 219.83 0.1000 78.11 219.58 0.1000 /0.0350 main channel 79.26 219.32 0.0350 Main channel 82.29 219.60 0.0350 /0.1000 Main Channel 83.43 219.64 0.1000 89.56 219.97 0.1000 93.60 219.94 0.1000 94.48 219.87 0.1000 95.79 219.87 0.1000 96.33 219.94 0.1000 100.60 219.94 0.1000 105.27 220.29 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 219.34 .458E+00 0.0 0.19 9.72 0.05 219.37 .183E+01 0.0 0.29 6.13 0.07 219.39 .412E+01 0.0 0.39 4.67 0.09 219.41 .732E+01 0.0 0.47 3.86 0.12 219.44 .114E+02 0.1 0.54 3.33 0.14 219.46 .165E+02 0.1 0.61 2.94 0.16 219.48 .224E+02 0.1 0.68 2.66 0.19 219.51 .293E+02 0.2 0.74 2.43 0.21 219.53 .371E+02 0.3 0.80 2.25 0.24 219.56 .458E+02 0.4 0.86 2.09 0.26 219.58 .554E+02 0.5 0.92 1.97 0.28 219.60 .665E+02 0.6 0.99 1.83 0.31 219.63 .799E+02 0.8 1.06 1.71 0.33 219.65 .962E+02 1.0 1.10 1.64 0.35 219.67 .126E+03 1.2 1.04 1.74 0.38 219.70 .182E+03 1.5 0.89 2.03 0.40 219.72 .255E+03 1.8 0.78 2.31 0.43 219.75 .345E+03 2.3 0.71 2.53 0.45 219.77 .453E+03 2.8 0.67 2.71 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50934) 192.32 13.99 12.50 62.08 0.45 0.67 OUTFLOW: ID= 1 ( 50516) 192.32 13.96 12.58 62.08 0.45 0.67 CALIB NASHYD ( 50127)1 ID= 1 DT= 5.0 min Area (ha)= 122.41 Ia (mm)= 9.42 U.H. Tp(hrs)= 0.59 Unit Hyd Qpeak (cms)= 7.911 PEAK FLOW (cms)- 10.739 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 71.633 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.563 Curve Number (CN)= 77.0 # of Linear Res.(N)= 3.00 () PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50522)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH (m) 0.10 ELEV (m) 0.10 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .297E+03 0.3 Main Channel Main Channel Main Channel Main Channel VELOCITY TRAV.TIME (m/s) (min) 1.34 16.03 < 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .755E+02 0.2 1.01 0.20 0.20 .171E+03 0.8 1.50 0.30 0.30 .286E+03 1.6 1.88 0.40 0.40 .420E+03 2.8 2.20 0.50 0.50 .575E+03 4.3 2.49 0.60 0.60 .749E+03 6.3 2.74 0.70 0.70 .942E+03 8.6 2.99 0.80 0.80 .116E+04 11.3 3.21 0.90 0.90 .139E+04 14.5 3.43 1.00 1.00 .164E+04 18.2 3.64 1.11 1.11 .196E+04 23.9 4.01 1.22 1.22 .232E+04 30.3 4.29 1.33 1.33 .274E+04 37.5 4.49 1.44 1.44 .320E+04 45.3 4.65 1.56 1.56 .371E+04 53.9 4.77 1.67 1.67 .427E+04 63.3 4.87 1.78 1.78 .488E+04 73.4 4.94 1.89 1.89 .553E+04 84.4 5.01 2.00 2.00 .624E+04 96.1 5.06 INFLOW : OUTFLOW: AREA (ha) ID= 2 ( 50919) 164.29 ID= 1 ( 50521) 164.29 > TRAV.TIME (min) 5.44 3.64 2.91 2.49 2.20 1.99 1.83 1.70 1.60 1.50 1.36 1.28 1.22 1.18 1.15 1.12 1.11 1.09 1.08 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 14.26 12.50 69.96 0.89 3.41 14.26 12.50 69.96 0.89 3.41 CALIB NASHYD ( 50133) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)- U.H. Tp(hrs)= 44.86 Curve Number (CN)= 72.0 8.03 # of Linear Res.(N)= 3.00 0.74 Unit Hyd Qpeak (cms). 2.312 PEAK FLOW (cms)= 2.986 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 65.159 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.512 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 50528)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 0.20 0.20 .672E+03 1.0 2.00 10.74 0.30 0.30 .112E+04 2.2 2.51 8.58 0.40 0.40 .165E+04 3.8 2.94 7.33 0.50 0.50 .226E+04 5.8 3.32 6.49 0.60 0.60 .295E+04 8.4 3.66 5.88 0.70 0.70 .371E+04 11.4 3.99 5.40 0.80 0.80 .455E+04 15.1 4.29 5.02 0.90 0.90 .546E+04 19.4 4.58 4.70 1.00 1.00 .646E+04 24.3 4.86 4.43 1.11 1.11 .770E+04 31.9 5.35 4.02 1.22 1.22 .914E+04 40.5 5.72 3.76 1.33 1.33 .108E+05 50.0 6.00 3.59 1.44 1.44 .126E+05 60.5 6.21 3.47 1.56 1.56 .146E+05 71.9 6.37 3.38 1.67 1.67 .168E+05 84.5 6.50 3.31 1.78 1.78 .192E+05 98.0 6.60 3.26 1.89 1.89 .218E+05 112.6 6.68 3.22 2.00 2.00 .245E+05 128.3 6.75 3.19 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 50127) 122.41 10.74 12.58 71.63 0.68 3.91 ID= 1 ( 50522) 122.41 10.65 12.67 71.63 0.67 3.89 CALIB 1 NASHYD ( 50141) IID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 41.88 Curve Number (CN)= 73.0 9.97 # of Linear Res.(N)= 3.00 0.32 Unit Hyd Qpeak (cms)- 4.953 PEAK FLOW (cms)= 5.143 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 65.059 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.511 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD rot ( 50919) 1 1D + AREA QPEAK TPEAK R.V. ID1= 1 ( 50141): 41.88 5.143) 12.25) 65.06) + ID2= 2 ( 50522): 122.41 10.648 12.67 71.63 ID = 3 ( 50919): 164.29 14.259 12.50 69.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50521)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 DEPTH ELEV (m) (m) 0.10 0.10 0.20 0.20 0.30 0.30 0.40 0.40 0.50 0.50 0.60 0.60 0.70 0.70 0.80 0.80 0.90 0.90 1.00 1.00 1.11 1.11 1.22 1.22 1.33 1.33 1.44 1.44 1.56 1.56 1.67 1.67 1.78 1.78 1.89 1.89 2.00 2.00 INFLOW : ID= 2 OUTFLOW: ID= 1 VOLUME (cu.m.) .534E+03 .121E+04 .202E+04 .297E+04 .406E+04 .529E+04 .666E+04 .817E+04 .982E+04 .116E+05 .138E+05 .164E+05 .193E+05 .226E+05 .262E+05 .302E+05 .345E+05 .391E+05 .441E+05 50133) 50528) AREA (ha) 44.86 44.86 TRAVEL TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 0.3 1.50 25.80 1.2 2.24 17.29 2.4 2.80 13.80 4.2 3.28 11.80 6.5 3.70 10.45 9.3 4.09 9.46 12.8 4.45 8.70 16.9 4.79 8.08 21.6 5.11 7.57 27.1 5.42 7.14 35.6 5.97 6.47 45.2 6.39 6.06 55.8 6.69 5.78 67.5 6.93 5.58 80.3 7.11 5.44 94.3 7.25 5.33 109.4 7.36 5.25 125.7 7.46 5.19 143.2 7.54 5.13 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.99 12.75 65.16 2.86 12.92 65.16 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.33 2.93 0.32 2.90 CALIB 1 NASHYD ( 50132) IID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 93.74 Curve Number (CN)= 71.0 9.58 # of Linear Res.(N)= 3.00 0.73 Unit Hyd Qpeak (cms)= 4.918 PEAK FLOW (cms)- 6.058 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 62.495 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.491 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50137) Area (ha)= IID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= 92.15 Curve Number (CN)= 61.0 9.89 # of Linear Res.(N)= 3.00 0.57 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel Unit Hyd Qpeak (cms)- 6.175 PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)- (hrs). (mm)= 5.460 (i) 12.583 49.199 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.387 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. PEAK FLOW (cms)= 1.670 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 50.639 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.398 CALIB NASHYD ( 50136) Area (ha)= 25.21 curve Number (cN)= 63.0 ID= 1 DT= 5.0 min Ia (mm)= 10.49 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.28 Unit Hyd Qpeak (cms)= 0.754 PEAK FLOW (cms)= 0.855 (i) TIME TO PEAK (hrs)= 13.417 RUNOFF VOLUME (mm)= 51.229 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.403 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. NASHYD ( 50138)1I Area (ha)= 32.92 curve Number (cN)= 60.0 ID= 1 DT= 5.0 min Ia (mm)= 10.45 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.50 Unit Hyd Qpeak (cms)= 2.515 PEAK FLOW (cms)- 2.071 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 47.643 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.375 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50139) Area (ha)= 55.05 Curve Number (CN)= 60.0 ID= 1 DT= 5.0 min Ia (mm)= 10.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.65 Unit Hyd Qpeak (cms)= 3.225 PEAK FLOW (cms)= 2.875 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 47.904 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.377 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50140)1 Area (ha)= 26.38 Curve Number (CN)= 62.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 9.55 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.54 Unit Hyd Qpeak (cms)= 1.859 TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 53.388 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.420 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 50927)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50135): 98.20 4.282 13.00 53.39 + ID2= 2 ( 50139): 55.05 2.875 12.67 47.90 ---------------------------------------------------- ID = 3 ( 50927): 153.25 6.931 12.83 51.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 50927)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 50927): 153.25 6.931 12.83 51.42 + ID2= 2 ( 50535): 26.38 1.661 12,58 50.64 ID = 1 ( 50927): 179.62 8.465 12.75 51.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 50926)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) (cms rs mm ID1= 1 ( 50136): 25.21 0.855) 13.42) 51.23) + 102= 2 ( 50137): 92.15 5.460 12.58 49.20 ID = 3 ( 50926): 117.36 6.025 12.58 49.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD (. 50926)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 50926): 117.36 6.025) 12.58cms rs) 49.64) + ID2= 2 ( 50138): 32.92 2.071 12.50 47.64 ID = 1 ( 50926): 150.28 8.054 12.58 49.20 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 50926)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 50926): 150.28 (cms)054 12.58) 49.20 + 102= 2 ( 50927): 179.62 8.465 12.75 51.30 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50535)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .165E+03 0.3 1.30 9.17 0.20 0.20 .372E+03 1.0 1.94 6.14 0.30 0.30 .623E+03 2.1 2.43 4.90 0.40 0.40 .917E+03 3.6 2.85 4.19 0.50 0.50 .125E+04 5.6 3.22 3.71 0.60 0.60 .163E+04 8.1 3.55 3.36 0.70 0.70 .206E+04 11.1 3.86 3.09 0.80 0.80 .252E+04 14.6 4.16 2.87 0.90 0.90 .303E+04 18.8 4.44 2.69 1.00 1.00 .358E+04 23.5 4.71 2.54 1.11 1.11 .427E+04 31.0 5.19 2.30 1.22 1.22 .507E+04 39.3 5.55 2.15 1.33 1.33 .597E+04 48.5 5.82 2.05 1.44 1.44 .698E+04 58.6 6.02 1.98 1.56 1.56 .809E+04 69.8 6.18 1.93 1.67 1.67 .931E+04 81.9 6.30 1.90 1.78 1.78 .106E+05 95.0 6.40 1.87 1.89 1.89 .121E+05 109.2 6.48 1.84 2.00 2.00 .136E+05 124.4 6.55 1.82 INFLOW : ID= 2 ( 50140) OUTFLOW: ID= 1 ( 50535) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 26.38 1.67 12.50 50.64 0.26 2.21 26.38 1.66 12.58 50.64 0.26 2.20 CALIB NASHYD ( 50135) Area (ha)= 98.20 curve Number (cN)= 64.0 IID= 1 DT= 5.0 min Ia (mm)= 9.18 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.97 Unit Hyd Qpeak (cms)- 3.859 PEAK FLOW (cms)= 4.282 (i) ID = 3 ( 50926): 329.91 16.285 12.67 50.34 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 RESERVOIR( 50403)1 OVERFLOW IS OFF 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 1.3200 16.3733 0.0752 2.7048 1.3200 19.1359 0.2922 5.4192 1.3200 21.9083 0.9150 8.1433 1.3200 24.6904 1.2000 10.8769 1.3200 27.4821 1.3200 13.6203 6.0000 28.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 50926) 329.909 16.285 12.67 50.34 OUTFLOW: ID= 1 ( 50403) 329.909 1.240 20.75 46.36 PEAK FLOW REDUCTION [QOut/Qin](%)= 7.61 TIME SHIFT OF PEAK FLOW (min)=485.00 MAXIMUM STORAGE USED (ha.m.)- 11.7816 ROUTE CHN( 50532)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .304E+03 0.4 1.58 13.91 0.20 0.20 .687E+03 1.2 2.36 9.32 0.30 0.30 .115E+04 2.6 2.96 7.44 0.40 0.40 .169E+04 4.4 3.46 6.36 0.50 0,50 .231E+04 6.8 3.91 5.63 0.60 0.60 .301E+04 9.8 4.32 5.10 0.70 0.70 .379E+04 13.5 4.70 4.69 0.80 0.80 .465E+04 17.8 5.06 4.35 0.90 0.90 .559E+04 22.8 5.40 4.08 1.00 1.00 .661E+04 28.6 5.72 3.85 1.11 1.11 .788E+04 37.6 6.31 3.49 1.22 1.22 .935E+04 47.7 6.74 3.26 1.33 1.33 .110E+05 58.9 7.07 3.11 1.44 1.44 .129E+05 71.3 7.32 3.01 1.56 1.56 .149E+05 84.8 7.51 2.93 1.67 1.67 .172E+05 99.5 7.66 2.88 1.78 1.78 .196E+05 115.5 7.78 2.83 1.89 1.89 .223E+05 132.7 7.88 2.80 2.00 2.00 .251E+05 151.2 7.96 2.77 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50403) 329.91 1.24 20.75 46.36 0.20 2.37 OUTFLOW: ID= 1 ( 50532) 329.91 1.24 20.58 46.35 0.20 2.37 OUTFLOW: ID= 1 ( 50530) 82.53 7.14 12.58 71.10 0.54 3.56 CALIB NASHYD ( 50134) Area (ha)= 82.53 Curve Number (CN)= 76.0 ID= 1 DT= 5.0 min Ia (mm)= 8.18 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.59 Unit Hyd Qpeak (cms)- 5.343 PEAK FLOW (cms)- 7.156 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 71.100 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.559 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IROUTE CHN( 50530)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .155E+03 0.3 1.38 8.17 0.20 0.20 .351E+03 1.1 2.06 5.47 0.30 0.30 .588E+03 2.2 2.58 4.37 0.40 0.40 .865E+03 3.9 3.02 3.73 0.50 0.50 .118E+04 6.0 3.41 3.31 0.60 0.60 .154E+04 8.6 3.76 2.99 0.70 0.70 .194E+04 11.7 4.09 2.75 0.80 0.80 .238E+04 15.5 4.40 2.56 0.90 0.90 .286E+04 19.9 4.70 2.40 1.00 1.00 .338E+04 24.9 4.99 2.26 1.11 1.11 .403E+04 32.8 5.50 2.05 1.22 1.22 .478E+04 41.6 5.88 1.92 1.33 1.33 .563E+04 51.3 6.16 1.83 1.44 1.44 .658E+04 62.1 6.37 1.77 1.56 1.56 .763E+04 73.9 6.54 1.72 1.67 1.67 .878E+04 86.7 6.67 1.69 1.78 1.78 .100E+05 100.6 6.78 1.66 1.89 1.89 .114E+05 115.6 6.86 1.64 2.00 2.00 .128E+05 131.8 6.93 1.62 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50134) 82.53 7.16 12.58 71.10 0.55 3.56 1 NASHYD ( 50131)1 ID= 1 DT= 5.0 min I Area (ha)= 100.97 Ia (mm)= 7.41 U.H. Tp(hrs)= 0.38 Unit Hyd Qpeak (cms)- 6.989 PEAK FLOW (cms)- 9.757 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 76.295 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.600 Curve Number (CN)= 79.0 # of Linear Res.(N)= 2.00 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50922)1 1 + 2 = 3 AREA PEAK TPEAK R.V. a cms rsIn= 1 ( 50131): 100.97 9.757) 12.33) 76.29) + ID2= 2 ( 50132): 93.74 6.058 12.75 62.49 ID = 3 ( 50922): 194.71 14.965 12.50 69.65 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50922)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 3 ( 50922): 194.71 14.965 12.50 69.65 + ID2= 2 ( 50528): 44.86 2.860 12.92 65.16 ID = 1 ( 50922): 239.57 17.249 12.58 68.81 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50922)1 1+ 2= 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 50922): 239.57 17.249) 12.58cms rs) 68.81) + IO2= 2 ( 50529): 412.44 7.220 12.67 51.30 ID = 3 ( 50922): 652.01 24.423 12.58 57.73 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IROUTE CHN( 50527)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 ADD HYD ( 50923)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 50530): 82.53 (cms)140 12.58) 71.10 + ID2= 2 ( 50532): 329.91 1.240 20.58 46.35 ID = 3 ( 50923): 412.44 7.206 12.58 51.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50529)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .107E+03 0.3 1.18 6.61 0.20 0.20 .243E+03 0.9 1.76 4.43 0.30 0.30 .406E+03 1.9 2.20 3.54 0.40 0.40 .598E+03 3.3 2.58 3.02 0.50 0.50 .817E+03 5.1 2.91 2.68 0.60 0.60 .106E+04 7.3 3.21 2.42 0.70 0.70 .134E+04 10.0 3.49 2.23 0.80 0.80 .164E+04 13.2 3.76 2.07 0.90 0.90 .198E+04 17.0 4.01 1.94 1.00 1.00 .234E+04 21.3 4.26 1.83 1.11 1.11 .279E+04 28.0 4.69 1.66 1.22 1.22 .330E+04 35.5 5.02 1.55 1.33 1.33 .389E+04 43.8 5.26 1.48 1.44 1,44 .455E+04 53.0 5.44 1,43 1.56 1.56 .528E+04 63.1 5.58 1.39 1.67 1.67 .607E+04 74.0 5.69 1.37 1.78 1.78 .694E+04 85.9 5.78 1.35 1.89 1.89 .787E+04 98.7 5.86 1.33 2.00 2.00 .887E+04 112.5 5.92 1.32 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50923) 412.44 7.21 12.58 51.30 0.59 3.19 OUTFLOW: ID= 1 ( 50529) 412.44 7.22 12.67 51.30 0.59 3.19 CALIB TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .149E+03 0.3 1.30 8.31 0.20 0.20 .336E+03 1.0 1.93 5.57 0.30 0.30 .562E+03 2.1 2.42 4.45 0.40 0.40 .827E+03 3.6 2.83 3.80 0.50 0.50 .113E+04 5.6 3.20 3.37 0.60 0.60 .147E+04 8.1 3.53 3.05 0.70 0.70 .185E+04 11.0 3.84 2.80 0.80 0.80 .227E+04 14.6 4.14 2.60 0.90 0.90 .273E+04 18.7 4.42 2.44 1.00 1.00 .323E+04 23.4 4.68 2.30 1.11 1.11 .385E+04 30.8 5.16 2.09 1.22 1.22 .457E+04 39.0 5.52 1.95 1.33 1.33 .538E+04 48.2 5.78 1.86 1.44 1.44 .629E+04 58.3 5.99 1.80 1.56 1.56 .730E+04 69.4 6.14 1.75 1.67 1,67 .840E+04 81.4 6.26 1,72 1.78 1,78 .960E+04 94.5 6.36 1,69 1.89 1.89 .109E+05 108.6 6.44 1.67 2.00 2.00 .123E+05 123.7 6.51 1.65 INFLOW : ID= 2 OUTFLOW: ID= 1 ( ( <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 50922) 652.01 24.42 12,58 57.73 1.02 4.74 50527) 652.01 24.41 12.67 57.73 1.01 4.74 I CALIB I NASHYD ( 50130)1 Area (ha)= 34.38 Curve Number (CN)= 82.0 IIC= 1 DT= 5.0 min Ia (mm)= 8.17 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.31 Unit Hyd Qpeak (cms)- 2.888 PEAK FLOW (cms)- 4.104 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 80.570 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.633 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 50526)1 I IN= 2---> OUT= 1 I Routing time step (min)'- 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .372E+02 0.3 1.14 2.37 0.20 0.20 .842E+02 0.9 1.70 1.59 0.30 0.30 .141E+03 1.9 2.13 1.27 0.40 0.40 .207E+03 3.2 2.49 1.08 0.50 0.50 .283E+03 4.9 2.81 0.96 0.60 0.60 .369E+03 7.1 3.11 0.87 0.70 0.70 .465E+03 9.7 3.38 0.80 0.80 0.80 .570E+03 12.8 3.64 0.74 0.90 0.90 .685E+03 16.4 3.88 0.69 1.00 1.00 .809E+03 20.6 4.12 0.66 1.11 1.11 .965E+03 27.1 4.54 0.59 1.22 1.22 .115E+04 34.3 4.85 0.56 1.33 1.33 .135E+04 42.4 5.09 0.53 1.44 1.44 .158E+04 51.3 5.26 0.51 1.56 1.56 .183E+04 61.0 5.40 0.50 1.67 1.67 .210E+04 71.6 5.51 0.49 1.78 1.78 .240E+04 83.1 5.60 0.48 1.89 1.89 .273E+04 95.5 5.67 0.48 2.00 2.00 .308E+04 108.8 5.73 0.47 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50130) 34.38 4.10 12.25 80.57 0.45 2.65 OUTFLOW: ID= 1 ( 50526) 34.38 4.09 12.25 80.57 0.45 2.65 ADD HYD ( 50921)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 50526): 34.38 4.091) 12.25cms rs) 80.57) + ID2= 2 ( 50527): 652.01 24.410 12.67 57.73 ID = 3 ( 50921): 686.39 27.753 12.58 58.87 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50525)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .297E+03 0.2 0.99 21.76 0.20 0.20 .672E+03 0.8 1.48 14.58 0.30 0.30 .112E+04 1.6 1.85 11.64 0.40 0.40 .166E+04 2.8 2.17 9.95 0.50 0.50 .226E+04 4.3 2.45 8.81 0.60 0.60 .295E+04 6.2 2.70 7.98 0.90 0.90 .414E+04 16.0 1.00 1.00 .489E+04 20.1 1.11 1.11 .583E+04 26.4 1.22 1.22 .692E+04 33.5 1.33 1.33 .815E+04 41.3 1.44 1.44 .953E+04 50.0 1.56 1.56 .110E+05 59.5 1.67 1.67 .127E+05 69.9 1.78 1.78 .145E+05 81.1 1.89 1.89 .165E+05 93.1 2.00 2.00 .186E+05 106.1 3.79 4.30 4.02 4.06 4.43 3.68 4.73 3.44 4.96 3.28 5.13 3.17 5.27 3.09 5.37 3.03 5.46 2.99 5.53 2.95 5.59 2.92 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50129) 116.24 12.45 12.25 74.35 0.80 3.54 OUTFLOW: ID= 1 ( 50524) 116.24 12.38 12.33 74.35 0.80 3.54 CALIB 1 NASHYD ( 50128)1 Area (ha)= 63.02 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min Ia (mm)= 9.26 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.67 Unit Hyd Qpeak (cms)- 3.598 PEAK FLOW (cms)= 5.186 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 73.370 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.577 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50920)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ha cms rs mm ID1= 1 ( 50128): 63 02 5.186) 12.67) 73.37) + ID2= 2 ( 50524): 116.24 12.385 12.33 74.35 ID = 3 ( 50920): 179.26 16.870 12.42 74.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50920)1 3+ 2= 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 50920): 179.26 16.870 12.42 74.01 + ID2= 2 ( 50525): 686.39 27.603 12.67 58.87 0.70 0.70 .371E+04 8.4 2.94 7.33 0.80 0.80 .455E+04 11.1 3.16 6.81 0.90 0.90 .547E+04 14.3 3.38 6.38 1.00 1.00 .646E+04 17.9 3.58 6.02 1.11 1.11 .771E+04 23.5 3.95 5.46 1.22 1.22 .915E+04 29.9 4.22 5.11 1.33 1.33 .108E+05 36.9 4.42 4.87 1.44 1.44 .126E+05 44.6 4.58 4.71 1.56 1.56 .146E+05 53.1 4.70 4.59 1.67 1.67 .168E+05 62.3 4.79 4.50 1.78 1.78 .192E+05 72.3 4.87 4.43 1.89 1.89 .218E+05 83.0 4.93 4.37 2.00 2.00 .246E+05 94.6 4.98 4.33 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 (. 50921) 686.39 27.75 12.58 58.87 1.19 4.13 OUTFLOW: ID= 1 ( 50525) 686.39 27.60 12.67 58.87 1.18 4.11 1 CALIB NASHYD ( 50129) Area (ha)= 116.24 Curve Number (CN)= 79.0 11D= 1 DT= 5.0 min Ia (mm)= 9.52 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 9.488 PEAK FLOW (cms)= 12.450 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 74.350 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.585 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50524)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .225E+03 0.3 1.11 14.67 0.20 0.20 .508E+03 0.9 1.66 9.83 0.30 0.30 .851E+03 1.8 2.08 7.85 0.40 0.40 .125E+04 3.1 2.43 6.71 0.50 0.50 .171E+04 4.8 2.74 5.94 0.60 0.60 .223E+04 6.9 3.03 5.38 0.70 0.70 .281E+04 9.5 3.30 4.94 0.80 0.80 .344E+04 12.5 3.55 4.59 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .133E+03 0.2 0.87 11.03 0.20 0.20 .300E+03 0.7 1.30 7.39 0.30 0.30 .502E+03 1.4 1.63 5.90 0.40 0.40 .738E+03 2.4 1.91 5.04 0.50 0,50 .101E+04 3.8 2.15 4.47 0.60 0,60 .131E+04 5.4 2.38 4.04 0.70 0.70 .166E+04 7.4 2.59 3.72 0.80 0.80 .203E+04 9.8 2.78 3.45 0.90 0.90 .244E+04 12.6 2.97 3.23 1.00 1.00 .288E+04 15.8 3.15 3.05 1.11 1.11 .344E+04 20.7 3.47 2.77 1.22 1.22 .408E+04 26.3 3.71 2.59 1.33 1.33 .481E+04 32.4 3.89 2.47 1.44 1.44 .562E+04 39.2 4.03 2.39 1.56 1.56 .651E+04 46.7 4.13 2.33 1.67 1.67 .750E+04 54.8 4.22 2.28 1.78 1.78 .856E+04 63.6 4.28 2.24 1.89 1.89 .972E+04 73.1 4.34 2.22 2.00 2.00 .110E+05 83.3 4.38 2.19 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50920) 865.65 43.55 12.58 62.00 1.51 4.09 OUTFLOW: ID= 1 ( 50523) 865.65 43.47 12.58 62.00 1.51 4.09 CALIB NASHYD ( 50125) Area (ha)= 27.82 Curve Number (CN)= 74.0 1IC 1 DT= 5.0 min 1 Ia (mm)= 9.02 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.45 Unit Hyd Qpeak (cms)= 2.341 PEAK FLOW (cms)= 2.758 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 67.328 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.529 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ID = 1 ( 50920): 865.65 43.547 12.58 62.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50523)1 1 ADD HYD ( 50918)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) IDi= 1 ( 50125): 27.82 2.758 12.42 67.33 + ID2= 2 ( 50521): 164.29 14.259 12.50 69.96 ID = 3 ( 50918): 192.12 16.959 12.50 69.58 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50918)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 50918): 192.12 16.959) 12.50 69.58) + ID2= 2 ( 50523): 865.65 43.466 12.58 62.00 ID = 1 ( 50918): 1057.77 60.217 12.58 63.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50520)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .168E+03 0.2 0.69 17.68 0.20 0.20 .380E+03 0.5 1.03 11.85 0.30 0.30 .636E+03 1.1 1.29 9.46 0.40 0.40 .936E+03 1.9 1.51 8.09 0.50 0.50 .128E+04 3.0 1.70 7.16 0.60 0.60 .167E+04 4.3 1.88 6.48 0.70 0.70 .210E+04 5.9 2.04 5.96 0.80 0.80 .257E+04 7.7 2.20 5.54 0.90 0.90 .309E+04 9.9 2.35 5.19 1.00 1.00 .366E+04 12.5 2.49 4.89 1.11 1.11 .436E+04 16.4 2.75 4.44 1.22 1.22 .517E+04 20.8 2.94 4.15 1.33 1.33 .609E+04 25.6 3.08 3.96 1.44 1.44 .712E+04 31.0 3.18 3.83 1.56 1.56 .826E+04 36.9 3.27 3.73 1.67 1.67 .950E+04 43.3 3.33 3.66 1.78 1.78 .109E+05 50.3 3.38 3.60 1.89 1.89 .123E+05 57.8 3.43 3.55 2.00 2.00 .139E+05 65.8 3.46 3.52 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50918) 1057.77 60.22 12.58 63.37 1.92 3.44 OUTFLOW: ID= 1 ( 50520) 1057.77 59.82 12.67 63.37 1.92 3.44 0.61 224.52 .246E+03 1.2 0.73 224.63 .345E+03 2.0 0.84 224.75 .462E+03 2.9 0.96 224.86 .595E+03 4.1 1.07 224.98 .746E+03 5.5 1.19 225.09 .913E+03 7.2 1.30 225.20 .110E+04 9.1 1.41 225.32 .130E+04 11.2 1.53 225.43 .152E+04 13.7 1.64 225.55 .184E+04 14.0 1.76 225.66 .323E+04 19.3 1.87 225.78 .488E+04 28.9 1.99 225.89 .660E+04 41.8 2.10 226.00 .836E+04 57.5 0.73 0.84 0.94 1.02 1.09 1.15 1.21 1.27 1.33 1.12 0.88 0.87 0.93 1.01 3.34 2.90 2.62 2.41 2.25 2.13 2.02 1.93 1.84 2.18 2.80 2.81 2.63 2.42 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50917) 1089.64 62.25 12.67 63.69 2.09 1,01 OUTFLOW: ID= 1 ( 50538) 1089.64 62.17 12.67 63.69 2.10 1.01 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB NASHYD ( 50123) Area (ha)= 20.89 Curve Number (CN)= 77.0 ID= 1 DT= 5.0 min I Ia (mm)= 8.68 # of Linear Res.(N)= 3.00 U.N. Tp(hrs)= 0.47 Unit Hyd Qpeak (cms)= 1.684 PEAK FLOW (cms)- 2.169 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 72.257 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.568 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 50916)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50123): 20.89 2.169 12.42 72.26 + 1D2= 2 ( 50538): 1089.64 62.168 12.67 63.69 ID = 3 ( 50916): 1110.54 64.098 12.67 63.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50537)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 225.59 0.0400 59.55 225.52 0.0400 66.70 225.90 0.0400 CALIB 1 NASHYD ( 50124) Area (ha)= 31.88 Curve Number (CN)= 78.0 IID= 1 DT= 5.0 min Ia (mm)= 8.17 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.74 Unit Hyd Qpeak (cms)= 1.641 PEAK FLOW (cms)= 2.454 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 74.306 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.584 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50917)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 1 ( 50124): 31.88 2.454) 12.75) 74.31) + ID2= 2 ( 50520): 1057.77 59.816 12.67 63.37 ID = 3 ( 50917): 1089.64 62.255 12.67 63.69 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50538)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 225.59 0.0400 59.55 225.52 0.0400 66.70 225.90 0.0400 67.72 226.00 0.0400 74.65 224.40 0.0400 /0.0350 Main Channel 76.92 223.90 0.0350 Main Channel 79.08 224.40 0.0350 /0.0400 Main Channel 79.08 224.40 0.0400 85.07 225.74 0.0400 86.78 225.73 0.0400 88.99 225.63 0.0400 90.29 225.57 0.0400 92.68 225.49 0.0400 94.72 225.48 0.0400 96.77 225.55 0.0400 98.59 225.57 0.0400 100.66 225.54 0.0400 103.26 225.62 0.0400 105.33 225.57 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 224.00 .651E+01 0.0 0.20 12.23 0.20 224.10 .260E+02 0.1 0.32 7.70 0.30 224.20 .586E+02 0.2 0.42 5.88 0.40 224.30 .104E+03 0.4 0.50 4.85 0.50 224.40 .163E+03 0.6 0.59 4.18 67.72 226.00 0.0400 74.65 224.40 0.0400 /0.0350 Main Channel 76.92 223.90 0.0350 Main Channel 79.08 224.40 0.0350 /0.0400 Main Channel 79.08 224.40 0.0400 85.07 225.74 0.0400 86.78 225.73 0.0400 88.99 225.63 0.0400 90.29 225.57 0.0400 92.68 225.49 0.0400 94.72 225.48 0.0400 98.59 225.57 0.0400 100.66 225.54 0.0400 103.26 225.62 0.0400 105.33 225.57 0.0400 108.60 225.21 0.0400 112.93 225.98 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 224.00 .239E+02 0.0 0.32 28.14 0.20 224.10 .954E+02 0.1 0.51 17.72 0.30 224.20 .215E+03 0.3 0.66 13.53 0.40 224.30 .382E+03 0.6 0.80 11.17 0.50 224.40 .596E+03 1.0 0.93 9.62 0.61 224.52 .900E+03 2.0 1.17 7.68 0.73 224.63 .127E+04 3.2 1.35 6.67 0.84 224.75 .169E+04 4.7 1.49 6.02 0.96 224.86 .218E+04 6.5 1.62 5.55 1.07 224.98 .273E+04 8.8 1.73 5.19 1.19 225.09 .335E+04 11.4 1.84 4.89 1.30 225.20 .402E+04 14.4 1.93 4.64 1.41 225.32 .481E+04 17.6 1.97 4.55 1.53 225.43 .576E+04 21.5 2.01 4.46 1.64 225.55 .720E+04 22.8 1.70 5.27 1.76 225.66 .127E+05 32.0 1.36 6.60 1.87 225.78 .191E+05 48.3 1.36 6.58 1.99 225.89 .258E+05 70.1 1.46 6.13 2.10 226.00 .327E+05 96.6 1.59 5.64 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50916) 1110.54 64.10 12.67 63.85 1.95 1.44 OUTFLOW: ID= 1 ( 50537) 1110.54 62.92 12.75 63.85 1.95 1.43 CALIB 1 NASHYD ( 50126) Area (ha)= 16.03 Curve Number (CN)= 73.0 SID= 1 DT= 5.0 min Ia (mm)= 9.16 # of Linear Res.(N) 3.00 U.H. Tp(hrs)= 0.39 Unit Hyd Qpeak (cms)= 1.586 PEAK FLOW (cms)= 1.745 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 65.719 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.517 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50519)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel main channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .267E+03 0.2 0.91 0.20 0.20 .604E+03 0.7 1.35 0.30 0.30 .101E+04 1.5 1.70 0.40 0.40 .149E+04 2.5 1.98 0.50 0.50 .203E+04 3.9 2.24 0.60 0.60 .265E+04 5.6 2.47 0.70 0.70 .333E+04 7.7 2.69 0.80 0.80 .409E+04 10.2 2.90 0.90 0.90 .491E+04 13.1 3.09 1.00 1.00 .581E+04 16.4 3.28 1.11 1.11 .693E+04 21.6 3.62 1.22 1.22 .822E+04 27.3 3.86 1.33 1.33 .968E+04 33.8 4.05 1.44 1.44 .113E+05 40.8 4.19 1.56 1.56 .131E+05 48.6 4.30 1.67 1.67 .151E+05 57.0 4.39 1.78 1.78 .173E+05 66.2 4.46 1.89 1.89 .196E+05 76.1 4.51 2.00 2.00 .221E+05 86.7 4.56 INFLOW : ID= 2 ( 50126) OUTFLOW: ID= 1 ( 50519) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 16.03 1.75 12.33 65.72 16.03 1.59 12.50 65.72 TRAV.TIME (min) 21.34 14.30 11.42 9.76 8.64 7.82 7.19 6.68 6.26 5.90 5.35 5.01 4.78 4.62 4.50 4.41 4.34 4.29 4.24 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.33 1.76 0.31 1.72 1 ADD HYD ( 50928)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50519): 16.03 1.594 12.50 65.72 + ID2= 2 ( 50537): 1110.54 62.923 12.75 63.85 ID = 3 ( 50928): 1126.57 64.254 12.75 63.87 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50518)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 PEAK FLOW (cms)= 7.099 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 74.047 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.582 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50915)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50122): 81.36 7.099 12.58 74.05 + ID2= 2 ( 50518): 1126.57 64.076 12.83 63.87 ID = 3 ( 50915): 1207.93 70.890 12.75 64.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50517)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 219.82 4.87 219.55 6.40 219.38 22.40 219.13 25.45 219.18 35.59 218.99 39.92 218,68 42.97 218.10 45.10 217.84 47.22 218.11 50.50 218.51 56.40 218.49 61.70 218.86 77.74 219.30 81.97 219.30 85.28 219.12 89.50 219.22 93.21 219.05 99.52 219.07 101.88 219.13 ( 1.1) > Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 217.91 .184E+02 0.0 0.32 27.96 0.13 217.97 .736E+02 0.1 0.50 17.61 0.20 218.04 .166E+03 0.2 0.66 13.44 0.26 218.10 .294E+03 0.4 0.80 11.09 0.33 218.17 .464E+03 0.9 1.02 8.67 0.40 218.24 .666E+03 1.5 1.18 7.48 0.47 218.31 .902E+03 2.2 1.31 6.75 0.54 218.38 .117E+04 3.1 1.41 6.26 0.61 218.45 .147E+04 4.2 1.50 5.89 0.67 218.51 .185E+04 5.2 1.49 5.92 0.74 218.58 .245E+04 6.8 1.47 6.00 0.81 218.65 .311E+04 8.7 1.49 5.93 0.88 218.72 .381E+04 10.9 1.52 5.83 Main Channel main channel main channel < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 219.82 0.0600 4.87 219.55 0.0600 6.40 219.38 0.0600 22.40 219.13 0.0600 25.45 219.18 0.0600 35.59 218.99 0.0600 39.92 218.68 0.0600 42.97 218.10 0.0600 /0.0350 45.10 217.84 0.0350 47.22 218.11 0.0350 /0.0600 50.50 218.51 0.0600 56.40 218.49 0.0600 61.70 218.86 0.0600 77.74 219.30 0.0600 81.97 219.30 0.0600 85.28 219.12 0.0600 89.50 219.22 0.0600 93.21 219.05 0.0600 99.52 219.07 0.0600 101.88 219.13 0.0600 Main channel Main channel main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 217.91 .383E+01 0.0 0.24 7.53 0.13 217.97 .153E+02 0.1 0.39 4.74 0.20 218,04 .345E+02 0.2 0.51 3,62 0.26 218,10 .613E+02 0.3 0.62 2,99 0.33 218.17 .965E+02 0.7 0.79 2.33 0.40 218.24 .139E+03 1.1 0.91 2.01 0.47 218,31 .188E+03 1.7 1.01 1.82 0.54 218,38 .244E+03 2.4 1.09 1.69 0.61 218.45 .307E+03 3.2 1.16 1.59 0.67 218.51 .385E+03 4.0 1.16 1.59 0.74 218.58 .511E+03 5.3 1.14 1.61 0.81 218.65 .647E+03 6.7 1.15 1.60 0.88 218.72 .793E+03 8.4 1.17 1.57 0.95 218.79 .954E+03 10.3 1.19 1.54 1.02 218.86 .113E+04 12.5 1.22 1.51 1.08 218.92 .132E+04 14.7 1.23 1.50 1.15 218.99 .154E+04 17.3 1.23 1.49 1.22 219.06 .181E+04 19.1 1.17 1.58 1.29 219.13 .217E+04 22.0 1.12 1.65 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50928) 1126.57 64,25 12.75 63,87 1.28 1.12 OUTFLOW: ID= 1 ( 50518) 1126.57 64.08 12.83 63.87 1.28 1.12 1 CALIB 1 NASHYD ( 50122) 1ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 4.988 81.36 Curve Number (CN)= 78.0 8.47 # of Linear Res.(N)= 3.00 0.62 0.95 1.02 1.08 1.15 1.22 1.29 218.79 218.86 218.92 218.99 219.06 219.13 .458E+04 .542E+04 .636E+04 .742E+04 .867E+04 .104E+05 13.3 16.1 19.0 22.3 24.7 28.4 1.54 1.58 1.59 1.60 1.51 1.44 5.73 5.60 5.57 5.54 5.86 6.13 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50915) 1207.93 70.89 12.75 64.56 1.27 1.46 OUTFLOW: ID= 1 ( 50517) 1207.93 69.69 12.92 64.55 1.29 1.44 1 ADD HYD ( 50914)1 AREA QPEAK TPEAK R.V. a) cms rs mm ID1= 1 ( 50120): 12.03 2.042) 12.25) 85.04) + ID2= 2 ( 50516): 192.32 13.965 12.58 62.08 ID = 3 ( 50914): 204,35 15.349 12.50 63.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50914)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 50914): 204.35 15.349) 12.50 63.43) + ID2= 2 ( 50517): 1207.93 69.693 12.92 64.55 ---------------------------------------------------- ID = 1 ( 50914): 1412.28 82.762 12.83 64.39 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 2106) 1ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.329 PEAK FLOW (cms)= 0,228 (i) TIME TO PEAK (hrs)= 12,917 RUNOFF VOLUME (mm)= 35.660 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.280 7.30 curve Number (cN)= 48.0 8.72 # of Linear Res.(N)= 3.00 0.85 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STA HYD ( 2107) Area (ha)= 8,98 11D= 1 DT= 5.0 min Total Imp(%)= 26.00 Dir. Conn.(%)= 20.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.33 6.64 Dep. Storage (mm)= 2.00 9.50 Average Slope (%)= 1.00 2.00 Length (m)= 244.64 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 54.69 5.00 15.00 3.66 (ii) 12.65 (ii) 5.00 15.00 0.25 0.08 0.77 0.58 12.08 12.17 125.20 34.57 127.20 127.20 0.98 0.27 " * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 45.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 1.252 (iii) 12.08 52.70 127.20 0.41 ROUTE CHN( 2506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.85 180.24 0.1000 72.71 180.03 0.1000 73.16 179.92 0.1000 73.57 179.88 0.1000 73.63 179.86 0.1000 /0.0350 Main channel 74.40 179.62 0.0350 Main Channel 74.43 179.55 0.0350 Main Channel 74.93 179.40 0.0350 Main channel 75.63 179.37 0.0350 Main channel 75.94 179.36 0.0350 Main Channel 76.16 179.38 0.0350 Main Channel 77.02 179.42 0.0350 Main channel 77.35 179.50 0.0350 Main Channel 77.88 179.64 0.0350 Main Channel 78.11 179.72 0.0350 Main channel 78.43 179.86 0.0350 /0.1000 Main channel 78.74 180.01 0.1000 78.99 180.08 0.1000 79.60 180.15 0.1000 80.01 180.19 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 179.40 .112E+02 0.0 0.15 34.58 0.08 179.45 .389E+02 0.0 0.29 18.24 0.13 179.49 .713E+02 0.1 0.39 13.26 0.17 179.53 .108E+03 0.2 0.48 10.85 0.21 179.57 .148E+03 0.3 0.56 9.31 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 178.35 .161E+01 0.0 0.29 3.92 0.10 178.40 .575E+01 0.0 0.42 2.68 0.15 178.46 .120E+02 0.1 0.60 1.87 0.20 178.51 .192E+02 0.2 0.76 1.49 0.25 178.56 .273E+02 0.4 0.89 1.27 0.30 178.61 .362E+02 0.5 1.01 1.12 0.35 178.66 .458E+02 0.8 1.13 1.00 0.40 178.71 .559E+02 1.0 1.23 0.92 0.45 178.76 .668E+02 1.3 1.32 0.86 0.50 178.81 .784E+02 1.6 1.40 0.81 0.55 178.86 .912E+02 2.1 1.54 0.73 0.60 178.91 .105E+03 2.6 1.66 0.68 0.65 178.96 .120E+03 3.1 1.76 0.64 0.71 179.01 .135E+03 3.7 1.85 0.61 0.76 179.06 .153E+03 4.3 1.92 0.59 0.81 179.11 .173E+03 5.0 1.98 0.57 0.86 179.17 .195E+03 5.8 2.01 0.56 0.91 179.22 .220E+03 6.6 2.04 0.55 0.96 179.27 .247E+03 7.5 2.06 0.55 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 2905) 16.28 1.13 12.17 45.04 0.42 1.26 OUTFLOW: ID= 1 ( 2505) 16.28 1.14 12.17 45.04 0.42 1.27 CALIB STANDHYD ( 2105)1 Area (ha)= 0.37 IID= 1 DT= 5.0 min 1 Total Imp(%!= 20.55 Dir. Conn.(%)= 20.55 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.08 0.29 Dep. Storage (mm)= 2.00 8.92 Average Slope (50= 1.00 2.00 Length (m)= 49.39 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 32.26 5.00 15.00 1.40 (ii) 12.50 (ii) 5.00 15.00 0.33 0.08 0.03 12.08 125.20 127.20 0.98 0.02 12.17 24.55 127.20 0.19 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 36.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.046 (iii) 12.08 45.21 127.20 0.36 0.25 179.61 .190E+03 0.4 0.64 8.20 0.29 179.65 .236E+03 0.5 0.70 7.48 0.33 179.70 .284E+03 0.7 0.75 6.92 0.38 179.74 .337E+03 0.9 0.81 6.45 0.42 179.78 .392E+03 1.1 0.86 6.05 0.46 179.82 .450E+03 1.3 0.91 5.71 0.50 179.86 .511E+03 1.6 0.96 5.42 0.55 179.91 .585E+03 2.0 1.04 4.99 0.59 179.96 .666E+03 2.4 1.11 4.69 0.64 180.00 .751E+03 2.8 1.17 4.44 0.69 180.05 .841E+03 3.3 1.23 4.25 0.74 180.10 .936E+03 3.8 1.28 4.09 0.78 180.14 .104E+04 4.4 1.31 3.97 0.83 180.19 .115E+04 5.0 1.35 3.88 INFLOW ID= 2 ( 2107) OUTFLOW: ID= 1 ( 2506) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 8.98 1.25 12.08 52.70 0.45 0.90 8.98 1.04 12.17 52.68 0.41 0.85 1 ADD HYD ( 2905)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 2106): 7.30 0.228) 12.92) 35.66) + 102= 2 ( 2506): 8.98 1.035 12.17 52.68 ID = 3 ( 2905): 16.28 1.126 12.17 45.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 2505)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 32.73 181.54 0.0600 52.25 179.10 0.0600 52.27 179.10 0.0600 53.03 178.94 0.0600 53.31 178.87 0.0600 53.49 178.80 0.0600 /0.0350 Main Channel 53.80 178.68 0.0350 Main Channel 53.94 178.59 0.0350 Main Channel 54.38 178.41 0.0350 Main Channel 54.58 178.38 0.0350 Main Channel 55.11 178.32 0.0350 Main Channel 55.36 178.30 0.0350 Main Channel 55.44 178.31 0.0350 Main Channel 55.45 178.31 0.0350 Main Channel 55.66 178.37 0.0350 Main Channel 56.13 178.41 0.0350 Main Channel 56.52 178.54 0.0350 Main Channel 57.03 178.80 0.0350 /0.0800 Main Channel 57.38 178.99 0.0800 59.05 179.27 0.0800 TRAVEL TIME TABLE 1 ADD HYD ( 2904)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 2105): 0.37 0.046) 12.08) 45.21) + 102= 2 ( 2505): 16.28 1.143 12.17 45.04 ---------------------------------------------------- ID = 3 ( 2904): 16.64 1.164 12.17 45.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 2504)1I IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 32.73 181.54 0.0600 52.25 179.10 0.0600 52.27 53.03 53.31 53.49 53.80 53.94 54.38 54.58 55.11 55.36 55.44 55.45 55.66 56.13 56.52 57.03 57.38 59.05 179.10 178.94 178.87 178.80 178.68 178.59 178.41 178.38 178.32 178.30 178.31 178.31 178.37 178.41 178.54 178.80 178.99 179.27 0.0600 0.0600 0.0600 0.0600 /0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 Main Channel 0.0350 /0.0800 Main Channel 0.0800 0.0800 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 178.35 .354E+01 0.0 0.14 17.47 0.10 178.40 .126E+02 0.0 0.21 11.93 0.15 178.46 .264E+02 0.1 0.30 8.32 0.20 178.51 .422E+02 0.1 0.37 6.65 0.25 178.56 .600E+02 0.2 0.44 5.67 0.30 178.61 .796E+02 0.3 0.50 4.98 0.35 178.66 .101E+03 0.4 0.56 4.46 0.40 178.71 .123E+03 0.5 0.61 4.09 0.45 178.76 .147E+03 0.6 0.65 3.82 0.50 178.81 .172E+03 0.8 0.69 3.59 0.55 178.86 .200E+03 1.0 0.76 3.27 0.60 178.91 .230E+03 1.3 0.82 3.03 0.65 178.96 .263E+03 1.5 0.87 2.85 0.71 179.01 .298E+03 1.8 0.91 2.72 0.76 179.06 .337E+03 2.1 0.95 2.62 0.81 179.11 .380E+03 2.5 0.98 2.55 0.86 179.17 .428E+03 2.9 0.99 2.50 0.91 179.22 .482E+03 3.3 1.01 2.47 0.96 179.27 .542E+03 3.7 1.02 2.44 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 2904) 16.64 1.16 12.17 45.05 0.58 0.79 OUTFLOW: ID= 1 ( 2504) 16.64 1.15 12.17 45.05 0.58 0.79 CALIB 1 NASHYD ( 2104)1 Area (ha)= 6.84 Curve Number (CN)= 50.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.13 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.99 Unit Hyd Qpeak (cms)= 0.265 PEAK FLOW (cms)= 0.207 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 38.540 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.303 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 2903)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 2104): 6.84 0.207) 13.08cms rs) 38.54) + ID2= 2 ( 2504): 16.64 1.151 12.17 45.05 ID = 3 ( 2903): 23.48 1.222 12.17 43.15 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 2503)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.21 177.91 0.0400 72.01 177.73 0.0400 72.39 177.64 0.0400 72.93 177.49 0.0400 73.50 177.16 0.0400 /0.0350 Main Channel 75.00 176.66 0.0350 Main Channel 76.50 177.20 0.0350 Main Channel 76.50 177.16 0.0350 /0.0400 Main Channel 76.90 177.19 0.0400 77.09 177.19 0.0400 77.23 177.19 0.0400 78.14 177.40 0.0400 78.57 177.53 0.0400 78.95 177.65 0.0400 79.13 177.69 0.0400 85.59 177.77 0.0400 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 176.71 .157E+01 0.0 0.08 37.04 0.11 176.77 .629E+01 0.0 0.13 23.33 70.35 178.06 0.0400 71.21 177.91 0.0400 72.01 177.73 0.0400 72.39 177.64 0.0400 72.93 177.49 0.0400 73.50 177.16 0.0400 /0.0350 Main channel 75.00 176.66 0.0350 Main Channel 76.50 177.20 0.0350 Main channel 76.50 177.16 0.0350 /0.0400 Main channel 76.90 177.19 0.0400 77.09 177.19 0.0400 77.23 177.19 0.0400 78.14 177.40 0.0400 78.57 177.53 0.0400 78.95 177.65 0.0400 79.13 177.69 0.0400 85.59 177.77 0.0400 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 176.71 .306E+01 0.0 0.06 101.78 0.11 176.77 .122E+02 0.0 0.09 64.12 0.17 176.82 .275E+02 0.0 0.12 48.93 0.22 176.88 .489E+02 0.0 0.14 40.39 0.28 176.93 .765E+02 0.0 0.16 34.81 0.33 176.99 .110E+03 0.1 0.19 30.83 0.39 177.05 .150E+03 0.1 0.21 27.81 0.44 177.10 .196E+03 0.1 0.23 25.45 0.50 177.16 .248E+03 0.2 0.24 23.52 0.56 177.22 .320E+03 0.2 0.27 21.60 0.62 177.28 .407E+03 0.3 0.29 19.72 0.68 177.34 .502E+03 0.5 0.31 18.25 0.74 177.40 .605E+03 0.6 0.34 17.06 0.81 177.46 .715E+03 0.7 0.36 16.05 0.87 177.52 .831E+03 0.9 0.38 15.21 0.93 177.58 .957E+03 1.1 0.40 14.51 0.99 177.65 .109E+04 1.3 0.41 13.91 1.05 177.71 .124E+04 1.5 0.41 13.92 1.11 177.77 .147E+04 1.7 0.39 14.59 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 2902) 28.56 1.17 12.25 42.35 0.95 0.40 OUTFLOW: ID= 1 ( 2502) 28.56 0.91 12.42 42.32 0.87 0.38 CALIB NASHYD ( 2102) Area (ha)= 3.46 Curve Number (CN)= 62.0 ID= 1 DT= 5.0 min Ia (mm)= 6.84 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.01 Unit Hyd Qpeak (cms)= 0.131 PEAK FLOW (cms)= 0.143 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 52.479 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.413 0.17 176.82 .142E+02 0.0 0.17 17.81 0.22 176.88 .252E+02 0.0 0.20 14.70 0.28 176.93 .393E+02 0.1 0.23 12.67 0.33 176.99 .567E+02 0.1 0.26 11.22 0.39 177.05 .771E+02 0.1 0.29 10.12 0.44 177.10 .101E+03 0.2 0.32 9.26 0.50 177.16 .127E+03 0.2 0.35 8.56 0.56 177.22 .165E+03 0.3 0.38 7.86 0.62 177.28 .210E+03 0.5 0.41 7.18 0.68 177.34 .258E+03 0.6 0.45 6.64 0.74 177.40 .311E+03 0.8 0.48 6.21 0.81 177.46 .368E+03 1.0 0.51 5.84 0.87 177.52 .428E+03 1.3 0.53 5.54 0.93 177.58 .492E+03 1.6 0.56 5.28 0.99 177.65 .561E+03 1.8 0.58 5.06 1.05 177.71 .637E+03 2.1 0.58 5.06 1.11 177.77 .756E+03 2.4 0.56 5.31 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 2903) 23.48 1.22 12.17 43.15 0.85 0.53 OUTFLOW: ID= 1 ( 2503) 23.48 1.11 12.25 43.15 0.82 0.51 CALIB NASHYD ( 2103) Area (ha)= 5.08 curve Number (CN)= 50.0 1ID= 1 DT= 5.0 min Ia (mm)= 6.95 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.04 Unit Hyd Qpeak (cms)= 0.186 PEAK FLOW (cms)= 0.147 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 38.637 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.304 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 2902)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 2103): 5.08 0.147) 13.17) 38.64) + ID2= 2 ( 2503): 23.48 1.106 12.25 43.15 ID = 3 ( 2902): 28.56 1.169 12.25 42.35 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 2502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 61.75 178.85 0.0400 66.79 178.03 0.0400 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 2901)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 2102): 3.46 0.143) 13.08cms rs) 52.48) + ID2= 2 ( 2502): 28.56 0.907 12.42 42.32 ID = 3 ( 2901): 32.02 1.016 12.67 43.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 2501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 71.21 177.91 0.0400 72.01 177.73 0.0400 72.39 177.64 0.0400 72.93 177.49 0.0400 73.50 177.16 0.0400 /0.0350 Main Channel 75.00 176.66 0.0350 Main Channel 76.50 177.20 0.0350 Main Channel 76.50 177.16 0.0350 /0.0400 Main Channel 76.90 177.19 0.0400 77.09 177.19 0.0400 77.23 177.19 0.0400 78.14 177.40 0.0400 78.57 177.53 0.0400 78.95 177.65 0.0400 79.13 177.69 0.0400 85.59 177.77 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 176.71 .488E+00 0.0 0.13 6.89 0.11 176.77 .195E+01 0.0 0.21 4.34 0.17 176.82 .439E+01 0.0 0.28 3.31 0.22 176.88 .781E+01 0.0 0.34 2.73 0.28 176.93 .122E+02 0.1 0.39 2.36 0.33 176.99 .176E+02 0.1 0.44 2.09 0.39 177.05 .239E+02 0.2 0.49 1.88 0.44 177.10 .312E+02 0.3 0.53 1.72 0.50 177.16 .395E+02 0.4 0.58 1.59 0.56 177.22 .511E+02 0.6 0.63 1.46 0.62 177.28 .650E+02 0.8 0.69 1.33 0.68 177.34 .801E+02 1.1 0.74 1.23 0.74 177.40 .965E+02 1.4 0.79 1.15 0.81 177.46 .114E+03 1.7 0.84 1.09 0.87 177.52 .133E+03 2.1 0.89 1.03 0.93 177.58 .153E+03 2.6 0.93 0.98 0.99 177.65 .174E+03 3.1 0.97 0.94 1.05 177.71 .197E+03 3.5 0.97 0.94 1.11 177.77 .234E+03 4.0 0.93 0.99 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 2901) 32.02 1.02 12.67 43.42 OUTFLOW: ID= 1 ( 2501) 32.02 1.02 12.67 43.42 0.67 0.73 0.67 0.73 RUNOFF COEFFICIENT = 0.625 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 2101) Area (ha)= 0.76 Curve Number (CN)= 58.0 ID= 1 DT= 5.0 min Ia (mm)= 9.34 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.51 Unit Hyd Qpeak (cms)= 0.057 PEAK FLOW (cms)= 0.045 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 46.025 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.362 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 2900)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 2101): 0.76 0.045 12.50 46.02 + ID2= 2 ( 2501): 32.02 1.015 12.67 43.42 ID = 3 ( 2900): 32.78 1.059 12.58 43.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 55109)1 Area (ha)= 7.20 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.54 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.20 Unit Hyd Qpeak (cms)- 1.375 PEAK FLOW (cms)= 1.406 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 73.848 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.581 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 55110)1 Area (ha)= 43.33 Curve Number (CN)= 81.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.99 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.61 Unit Hyd Qpeak (cms)= 2.704 PEAK FLOW TIME TO PEAK RUNOFF VOLUME TOTAL RAINFALL (cms)= 4.139 (i) (hrs)= 12.583 (mm)= 79.482 (mm)= 127.200 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 55509)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 245.01 0.1000 22.99 241.54 0.1000 26.14 240.58 0.1000 39.12 238.45 0.1000 51.21 238.90 0.1000 53.00 239.11 0.1000 66.06 239.05 0.1000 70.74 238.26 0.1000 73.53 238.45 0.1000 74.42 238.36 0.1000 /0.0350 Main Channel 76.07 238.01 0.0350 Main channel 76.90 238.03 0.0350 Main Channel 79.40 238.48 0.0350 /0.1000 Main Channel 83.49 238.85 0.1000 86.33 238.49 0.1000 91.28 238.02 0.1000 106.07 238.56 0.1000 109.60 238.18 0.1000 115.59 238.42 0.1000 120.59 238.62 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 238.05 .444E+01 0.0 0.47 4.08 0.06 238.08 .150E+02 0.1 0.65 3.00 0.09 238.11 .311E+02 0.2 0.76 2.54 0.13 238.14 .529E+02 0.4 0.86 2.25 0.16 238.17 .802E+02 0.7 0.95 2.03 0.19 238.20 .114E+03 1.0 1.01 1.92 0.22 238.24 .158E+03 1.4 1.06 1.84 0.25 238.27 .211E+03 2.0 1.10 1.75 0.28 238.30 .276E+03 2.7 1.15 1.68 0.32 238.33 .352E+03 3.6 1.19 1.62 0.35 238.36 .441E+03 4.7 1.23 1.57 0.38 238.40 .544E+03 6.0 1.29 1.50 0.41 238.43 .660E+03 7.6 1.34 1.45 0.44 238.46 .790E+03 9.4 1.39 1.40 0.48 238.49 .934E+03 11.5 1.44 1.35 0.51 238.52 .109E+04 14.0 1.49 1.30 0.54 238.56 .126E+04 16.7 1.54 1.26 0.57 238.59 .145E+04 19.9 1.60 1.21 0.61 238.62 .164E+04 23.4 1.66 1.17 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 55111) 48.26 5.95 12.42 79.65 0.38 1.29 OUTFLOW: ID= 1 ( 55509) 48.26 5.97 12.42 79.65 0.38 1.29 1 ROUTE CHN( 55510)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .125E+02 0.2 0.73 1.25 0.20 0.20 .283E+02 0.6 1.08 0.84 0.30 0.30 .474E+02 1.2 1.36 0.67 0.40 0.40 .697E+02 2.0 1.59 0.57 0.50 0.50 .953E+02 3.1 1.80 0.51 0.60 0.60 .124E+03 4.5 1.98 0.46 0.70 0.70 .156E+03 6.2 2.16 0.42 0.80 0.80 .192E+03 8.2 2.32 0.39 0.90 0.90 .230E+03 10.5 2.48 0.37 1.00 1.00 .272E+03 13.1 2.63 0.35 1.11 1.11 .325E+03 17.3 2.90 0.31 1.22 1.22 .385E+03 21.9 3.10 0.29 1.33 1.33 .454E+03 27.1 3.25 0.28 1.44 1.44 .530E+03 32.7 3.36 0.27 1.56 1.56 .615E+03 38.9 3.45 0.26 1.67 1.67 .708E+03 45.7 3.52 0.26 1.78 1.78 .809E+03 53.0 3.57 0.25 1.89 1.89 .917E+03 61.0 3.62 0.25 2.00 2.00 .103E+04 69.5 3.66 0.25 <---- hydrograph ----> <-pipe / channel-> AREA QPEAX TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 55110) 43.33 4.14 12.58 79.48 0.57 1.93 OUTFLOW: ID= 1 ( 55510) 43.33 4.14 12.58 79.48 0.57 1.93 1 CALIB 1 NASHYD ( 55111) Area (ha)= 48.26 Curve Number (CN)= 81.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.79 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.43 Unit Hyd Qpeak (cms)= 4.287 PEAK FLOW (cms)- 5.945 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 79.654 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.626 1 ADD +YD2 ( 55908) 1 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 55109): 7.20 1.406 12.17 73.85 + ID2= 2 ( 55509):_ 48_ _ _ 26 5.972 12.42 79.65 ID = 3 ( 55908): 55.46 6.832 12.33 78.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 55908)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 55908): 55.46 6.832 12.33 78.90 + ID2= 2 ( 55510): 43.33 4.139 12.58 79.48 ID = 1 ( 55908): 98.79 10.575 12.42 79.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 55508)1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 231.40 0.0400 16.03 230.97 0.0400 44.23 230.41 0.0400 59.70 230.23 0.0400 67.26 230.30 0.0400 70.41 230.38 0.0400 72.11 230.54 0.0400 72.42 230.60 0.0400 73.01 230.34 0.0400 /0.0350 Main Channel 74.39 229.80 0.0350 Main Channel 75.37 229.54 0.0350 Main Channel 76.27 229.85 0.0350 Main Channel 76.68 230.04 0.0350 Main Channel 77.15 230.34 0.0350 /0.0400 Main Channel 77.46 230.48 0.0400 78.46 230.68 0.0400 79.87 230.75 0.0400 84.67 230.68 0.0400 85.27 230.61 0.0400 86.06 230.55 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 229.59 .834E+00 0.0 0.32 5.09 0.10 229.64 .334E+01 0.0 0.51 3.21 0.15 229.69 .751E+01 0.1 0.67 2.45 0.20 229.74 .133E+02 0.1 0.81 2.02 0.25 229.79 .209E+02 0.2 0.94 1.74 0.30 229.84 .299E+02 0.3 1.08 1.52 0.35 229.89 .402E+02 0.5 1.22 1.35 0.40 229.94 .516E+02 0.7 1.34 1.22 0.45 229.99 .642E+02 1.0 1.46 1.12 0.50 230.04 .780E+02 1.2 1.57 1.05 0.55 230.09 .928E+02 1.6 1.68 0.98 0.60 230.14 .109E+03 2.0 1.78 0.92 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 0.65 230.19 .125E+03 2.4 1.88 0.87 0.70 230.24 .145E+03 2.9 1.95 0.84 0.75 230.29 .201E+03 3.5 1.73 0.95 0.80 230.34 .299E+03 4.6 1.52 1.08 0.87 230.41 .486E+03 7.2 1.45 1.13 0.94 230.48 .712E+03 10.9 1.51 1.09 1.01 230.55 .969E+03 15.8 1.60 1.02 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 55908) 98.79 10.58 12.42 79.16 0.93 1.50 ID= 1 ( 55508) 98.79 10.57 12.42 79.16 0.93 1.50 CALIB STANDHYD ( 55108) ID= 1 DT= 5.0 min 1 Area Total Surface Area (ha)- Dep. Storage (mm) - Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.45 Imp(%)= 65.22 Dir. Conn.(%)= 65.22 IMPERVIOUS 0.29 2.00 3.00 54.53 0.013 155,69 5.00 1.07 5,00 0,34 0.13 12.08 125.20 127.20 0.98 PERVIOUS (7) 0.16 5.83 2.00 40.00 0.250 10.00 (ii) 5.67 (ii) 10.00 0.15 0.05 12.08 83.17 127.20 0.65 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.171 (iii) 12.08 110.57 127.20 0.87 ADD HYD ( 55907)1 1 + 2 = 3 1 ID1= 1 ( 55108): + ID2= 2 ( 55508): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 0.45 0.171 12.08 110.57 98.79 10.569 12.42 79.16 ID = 3 ( 55907): 99.24 10.593 12.42 79.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 55507)1 PEAK FLOW (cms)= 3.993 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 87.878 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.691 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 55906)1 1 + 2 = 3 ID1= 1 ( 55107): + ID2= 2 ( 55507): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 25.89 3.993 12.33 87.88 99.24 10.581 12.42 79.30 ID = 3 ( 55906): 125.13 14.361 12.42 81.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 55506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 222.63 4.39 222.45 14.69 17.16 20.45 27.85 38.97 47.99 51.09 59.72 65.26 66.52 68.99 71.72 73.10 74.85 75.15 78.94 79.69 85.19 222.07 222.00 222.16 222.62 221.80 221.79 221.63 221.40 221.37 221.49 222.01 221.60 220.87 219.82 219.82 221.71 221.76 221.79 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0400 0.0400 0.0400 Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 219.92 .419E+01 0.0 0.72 2.17 0.19 220.01 .115E+02 0.1 1.04 1.50 0.28 220.11 .218E+02 0.3 1.30 1.20 0.38 220.20 .352E+02 0.6 1.53 1.02 0.47 220.30 .517E+02 1.0 1.74 0.89 0.57 220.39 .713E+02 1.5 1.93 0.80 0.66 220.49 .940E+02 2.1 2.12 0.73 0.76 220.58 .120E+03 3.0 2.30 0.68 0.85 220.68 .149E+03 3.9 2.47 0.63 0.95 220.77 .181E+03 5.1 2.63 0.59 1.04 220.87 .216E+03 6.5 2.79 0.56 1.16 220.98 .263E+03 8.6 3.05 0.51 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 222.63 0.0400 4.39 222.45 0.0400 14.69 222.07 0.0400 17.16 222.00 0.0400 20.45 222.16 0.0400 27.85 222.62 0.0400 38.97 221.80 0.0400 47.99 221.79 0.0400 51.09 221.63 0.0400 59.72 221.40 0.0400 65.26 221.37 0.0400 66.52 221.49 0.0400 68.99 222.01 0.0400 71.72 221.60 0.0400 73.10 220.87 0.0400 /0.0350 Main Channel 74.85 219.82 0.0350 Main Channel 75.15 219.82 0.0350 Main Channel 78.94 221.71 0.0400 79.69 221.76 0.0400 85.19 221.79 0.0400 DEPTH ELEV 0.09 219.92 0.19 220.01 0.28 220.11 0.38 220.20 0.47 220.30 0.57 220.39 0.66 220.49 0.76 220.58 0.85 220.68 0.95 220.77 1.04 220.87 1.16 220.98 1.27 221.10 1.39 221.21 1.50 221.33 1.62 221.44 1.73 221.56 1.85 221.68 1.97 221.79 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .171E+02 0.0 .467E+02 0.1 .889E+02 0.3 .144E+03 0.5 .211E+03 0.9 .291E+03 1.4 .383E+03 2.0 .488E+03 2.8 .606E+03 3.7 .736E+03 4.8 .879E+03 6.0 .107E+04 8.0 .128E+04 10.3 .151E+04 12.9 .177E+04 15.9 .218E+04 19.2 .293E+04 24.2 .392E+04 31.0 .514E+04 39.9 INFLOW ID= 2 ( 55907) OUTFLOW: ID= 1 ( 55507) VELOCITY (m/s) 0.67 0.97 1.21 1.42 1.62 1.80 1.98 2.14 2.30 2.45 2.60 2.84 3.06 3.25 3.42 3.35 3.13 3.00 2.95 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 99.24 10.59 12.42 79.30 99.24 10.58 12.42 79.30 TRAV. TIME (min) 9.47 6.54 5,23 4.45 3.91 3.51 3.20 2.96 2.75 2.58 2.43 2.23 2.07 1.95 1.85 1.89 2.02 2.11 2.15 <-pipe / channel-> MAX DEPTH MAX VEL 1.28 (3 07 1.28 3.07 1 CALIB 1 NASHYD ( 55107) 1ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.724 25.89 Curve Number (CN)- 85.0 6.63 # of Linear Res.(N) 3.00 0.36 1.27 221.10 .315E+03 11.1 3.28 0.47 1.39 221.21 .371E+03 13.9 3.48 0.45 1.50 221.33 .433E+03 17.1 3.67 0.42 1.62 221.44 .534E+03 20.6 3.59 0.43 1.73 221.56 .719E+03 25.9 3.36 0.46 1.85 221.68 .961E+03 33.2 3.22 0.48 1.97 221.79 .126E+04 42.8 3.16 0.49 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 55906) 125.13 14.36 12.42 81.07 1.41 3.51 ID= 1 ( 55506) 125.13 14.38 12.42 81.07 1.41 3.51 CALIB STANDHYD ( 55106) Area (ha)= 0.61 11D= 1 DT= 5.0 min Total Imp(%)= 31.00 Dir. Conn,(9Q= 28.30 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%) _ (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.19 2.00 3.00 63.60 0.013 155.69 5.00 1.17 5.00 0.34 0.07 12.08 125.20 127.20 0.98 PERVIOUS 0.42 5.00 2.00 40.00 0.250 (i) 129.17 10.00 (ii) 7.54 (ii) 10,00 0.13 0.12 12.08 85.09 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.194 (iii) 12.08 96.43 127.20 0.76 1 ADD HYD ( 55905) I 1 D + 2 ID1= 1 ( 55106): + ID2= 2 ( 55506): AREA QPEAK TPEAK R,V. (ha) (cms) (hrs) (mm) 0.61 0.194 12.08 96.43 125.13 14.382 12.42 81.07 ID = 3 ( 55905): 125.73 14.422 12.42 81.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 55505)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 4.39 14.69 17.16 20.45 27.85 38.97 47.99 51.09 59.72 65.26 66.52 68.99 71.72 73.10 74.85 75.15 78.94 79.69 85.19 DEPTH (m) 0.09 0.19 0.28 0.38 0.47 0.57 0.66 0.76 0.85 0.95 1.04 1.16 1.27 1.39 1.50 1.62 1.73 1.85 1.97 ELEV (m) 219.92 220.01 220.11 220.20 220.30 220.39 220.49 220.58 220.68 220.77 220.87 220.98 221.10 221.21 221.33 221.44 221.56 221.68 221.79 INFLOW : ID= OUTFLOW: ID= FOR SECTION Elevation 222.63 222.45 222.07 222.00 222.16 222.62 221.80 221.79 221.63 221.40 221.37 221.49 222.01 221.60 220.87 219.82 219.82 221.71 221.76 221.79 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0400 0.0400 0.0400 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .323E+01 0.0 .884E+01 0.1 .168E+02 0.2 .272E+02 0.3 .399E+02 0.5 .551E+02 0.8 .726E+02 1.2 .925E+02 1.7 .115E+03 2.2 .139E+03 2.9 .166E+03 3.7 .203E+03 4.9 .243E+03 6.3 .287E+03 7.8 .334E+03 9.6 .412E+03 11.6 .555E+03 14.7 .742E+03 18.8 .973E+03 24.2 Main Main Main Channel Channel Channel VELOCITY (m/s) 0.41 0.59 0.73 0.86 0.98 1.09 1.20 1.30 1.40 1.49 1.58 1.73 1.85 1.97 2.08 2.03 1.90 1.82 1.79 <---- hydrograph ----> AREA QPEAK TPEAK R.V. 2 ( 55905) 125.73 (cms)44 (hrs)24 81.15 1 ( 55505) 125.73 14.42 12.42 81.15 TRAV. TIME (min) 2.96 2.04 1.63 1.39 1.22 1.10 1.00 0.92 0.86 0.81 0.76 0.69 0.65 0.61 0.58 0.59 0.63 0.66 0.67 <-pipe / channel-> MAX DEPTH MAX VEL 1.73 (1.91 1.73 1.91 STLIB 1 ANDHYD ( 55105)1 Area (ha)= 0.66 ID= 1 DT= 5.0 min 1 Total Imp(%)= 32.90 Dir. Conn.(%)= 31.70 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.22 0.44 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.09 219.92 .302E+01 0.0 0.19 220.01 .825E+01 0.0 0.28 220.11 .157E+02 0.1 0.38 220.20 .254E+02 0.2 0.47 220.30 .373E+02 0.4 0.57 220.39 .514E+02 0.6 0.66 220.49 .677E+02 0.8 0.76 220.58 .863E+02 1.1 0.85 220.68 .107E+03 1.5 0.95 220.77 .130E+03 1.9 1.04 220.87 .155E+03 2.4 1.16 220.98 .189E+03 3.2 1.27 221.10 .227E+03 4.1 1.39 221.21 .268E+03 5.2 1.50 221.33 .312E+03 6.4 1.62 221.44 .385E+03 7.7 1.73 221.56 .518E+03 9.7 1.85 221.68 .693E+03 12.4 1.97 221.79 .908E+03 16.0 INFLOW : ID= 2 ( 55904) OUTFLOW: ID= 1 ( 55504) AREA (ha) 126.39 126.39 VELOCITY TRAV. TIME (m/s) (min) 0.27 4.18 0.39 2.89 0.48 2.31 0.57 1.96 0.65 1.73 0.72 1.55 0.79 1.41 0.86 1.30 0.92 1.21 0.98 1.14 1.04 1.07 1.14 0.98 1.22 0.91 1.30 0.86 1.37 0.82 1.34 0.83 1.25 0.89 1.20 0.93 1.18 0.95 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 14.46 12.42 81.23 14.37 12.42 81.23 <-pipe / channel-> MAX DEPTH MAX VEL 1.92 (1.19 1.92 1.19 CALIB NASHYD ( 55104)1 Area (ha)= 1.22 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min Ia (mm)= 4.87 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.14 Unit Hyd Qpeak (cms)= 0.322 PEAK FLOW (cms)= 0.340 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 87.085 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.685 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 55903)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 55104): 1.22 0.340 12.08 87.09 + ID2= 2 ( 55504): 126.39 14.375 12.42 81.23 Dep. Storage Average Slope Length Mannings n (mm)= (%) = (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 2.00 1.00 66.18 0.013 155.69 5.00 1.67 5.00 0.32 0.09 12.08 125.20 127.20 0.98 5.00 2.00 40.00 0.250 125.74 10.00 (ii) 8.11 (ii) 10.00 0.13 0.12 12.08 84.45 127.20 0.66 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.210 (iii) 12.08 97.36 127.20 0.77 ADD HYD ( 55904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 55105): 0.66 0.210 12.08 97.36 + ID2= 2 ( 55505): 125.73 14.417 12.42 81.15 ID = 3 ( 55904): 126.39 14.461 12.42 81.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 55504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 222.63 0.0400 4.39 222.45 0.0400 14.69 222.07 0.0400 17.16 222.00 0.0400 20.45 222.16 0.0400 27.85 222.62 0.0400 38.97 221.80 0.0400 47.99 221.79 0.0400 51.09 221.63 0.0400 59.72 221.40 0.0400 65.26 221.37 0.0400 66.52 221.49 0.0400 68.99 222.01 0.0400 71.72 221.60 0.0400 73.10 220.87 0.0400 /0.0350 Main Channel 74.85 219.82 0.0350 Main Channel 75.15 219.82 0.0350 Main Channel 78.94 221.71 0.0400 79.69 221.76 0.0400 85.19 221.79 0.0400 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 59.66 190.25 0.1000 61.83 190.07 0.1000 62.85 189.76 0.1000 66.61 189.64 0.1000 67.39 189.53 0.1000 /0.0350 70.09 188.84 0.0350 72.11 188.73 0.0350 73.98 189.17 0.0350 75.17 189.37 0.0350 76.20 189.43 0.0350 78.14 189.20 0.0350 78.97 189.16 0.0350 82.40 189.22 0.0350 85.58 189.29 0.0350 86.93 189.40 0.0350 87.77 189.64 0.0350 /0.1000 90.79 190.49 0.1000 91.64 190.58 0.1000 92.43 190.71 0.1000 94.19 190.70 0.1000 DEPTH ELEV (m) 0.10 188.83 0.20 188.93 0.30 189.03 0.40 189.13 0.50 189.23 0.60 189.33 0.70 189.43 0.80 189.53 0.90 189.63 1.01 189.74 1.11 189.85 1.22 189.95 1.33 190.06 1.43 190.17 1.54 190.27 1.65 190.38 1.75 190.49 1.86 190.59 1.96 190,70 .102E+03 .342E+03 .651E+03 .103E+04 .165E+04 .281E+04 .429E+04 .594E+04 .767E+04 .972E+04 .120E+05 .144E+05 .168E+05 .193E+05 .219E+05 .247E+05 .275E+05 .303E+05 .332E+05 INFLOW : ID= 2 ( 55903) OUTFLOW: ID= 1 ( 55503) TRAVEL TIME TABLE VOLUME FLOW RATE (cms) 0.1 0.6 1.6 3.0 3.9 7.4 13.2 22.2 33.4 47.7 64.4 83.2 104.1 126.7 151.4 178.4 207.2 237.8 270.3 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 0.86 1.57 2.07 2.48 1.98 2.22 2.59 3.14 3.65 4.13 4.51 4.87 5.22 5.52 5.80 6.07 6.35 6.60 6.85 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 127.61 14.47 12.42 81.29 127.61 14.34 12.50 81.29 TRAV. TIME (min) 16.38 8.94 6.78 5.65 7.07 6.30 5.40 4.46 3.83 3.39 3.11 2.87 2.69 2.54 2.42 2.31 2.21 2.12 2.05 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.71 2.66 0.71 2.65 ID = 3 ( 55903): 127.61 14.466 12.42 81.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 55503)1 1 CALIB NASHYD ( 55102) Area (ha) - 11D= 1 DT= 5.0 min 1 Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.027 13.79 Curve Number (CN)= 67.0 8.58 # of Linear Res.(N)= 3.00 0.51 PEAK FLOW (cms)= 1.050 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 57.729 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.454 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 55103) 18.25 2.09 12.33 73.60 0.82 0.57 OUTFLOW: ID= 1 ( 55502) 18.25 2.06 12.42 73.60 0.81 0.57 CALIB NASHYD ( 55103) Area (ha)= 18.25 Curve Number (CN)= 77.0 ID= 1 DT= 5.0 min Ia (mm)= 7.10 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.42 Unit Hyd Qpeak (cms)= 1.655 PEAK FLOW (cms)= 2.087 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 73.595 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.579 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 55502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .176E+02 0.0 0.18 7.19 0.20 0.20 .399E+02 0.1 0.27 4.82 0.30 0.30 .667E+02 0.3 0.33 3.85 0.40 0.40 .982E+02 0.5 0.39 3.29 0.50 0.50 .134E+03 0.8 0.44 2.91 0.60 0.60 .175E+03 1.1 0.49 2.64 0.70 0.70 .220E+03 1.5 0.53 2.42 0.80 0.80 .270E+03 2.0 0.57 2.25 0.90 0.90 .324E+03 2.6 0.61 2.11 1.00 1.00 .384E+03 3.2 0.64 1.99 1.11 1.11 .457E+03 4.2 0.71 1.80 1.22 1.22 .543E+03 5.4 0.76 1.69 1.33 1.33 .639E+03 6.6 0.79 1.61 1.44 1.44 .747E+03 8.0 0.82 1.55 1.56 1.56 .867E+03 9.5 0.84 1.52 1.67 1.67 .997E+03 11.2 0.86 1.49 1.78 1.78 .114E+04 13.0 0.87 1.46 1.89 1.89 .129E+04 14.9 0.89 1.44 2.00 2.00 .146E+04 17.0 0.89 1.43 <---- hydrograph ----> <-pipe / channel-> 0.70 177.30 .138E+03 3.1 1.87 0.73 0.85 177.45 .199E+03 5.5 2.26 0.60 0.99 177.59 .274E+03 8.4 2.52 0.54 1.14 177.74 .364E+03 12.1 2.71 0.50 1.28 177.88 .534E+03 16.2 2.49 0.55 1.43 178.03 .886E+03 23.3 2.15 0.63 1.58 178.18 .145E+04 33.0 1.86 0.73 1.72 178.32 .224E+04 49.7 1.81 0.75 1.87 178.47 .312E+04 72.4 1.90 0.72 2.01 178.61 .404E+04 100.6 2.04 0.67 2.16 178.76 .499E+04 133.5 2.19 0.62 2.30 178.90 .599E+04 171.6 2.35 0.58 2.45 179.05 .702E+04 211.6 2.47 0.55 2.60 179.20 .814E+04 255.7 2.57 0.53 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 55902) 159.65 17.39 12.50 78.37 1.31 2.43 OUTFLOW: ID= 1 ( 55501) 159.65 17.38 12.50 78.37 1.31 2.43 CALIB STANDHYD ( 55101) Area (ha)= 0.62 ID= 1 DT= 5.0 min 1 Total Imp(%)= 34.90 Dir. Conn.(%)= 25.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.22 0.40 Dep. Storage (mm)= 2.00 5.17 Average Slope (%)= 1.00 2.00 Length (m)= 64.21 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 70.14 5.00 10.00 1.64 (ii) 9.77 (ii) 5.00 10.00 0.32 0.11 0.07 12.08 125.20 127.20 0.98 0.05 12.08 42.39 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.123 (iii) 12.08 63.83 127.20 0.50 1 ADD HYD ( 55901)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 55101): 0.62 0.123) 12.08cms rs) 63.83) + ID2= 2 ( 55501): 159.65 17.375 12.50 78.37 1 ADD HYD ( 55902)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 55102): 13.79 (cms)050 12.50 57.73) + ID2= 2 ( 55502): 18.25 2.059 12.42 73.60 ID = 3 ( 55902): 32.04 3.097 12.42 66.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 55902)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 55902): 32,04 3.097 12.42 66.77 + ID2= 2 (55503): 127.61 14.335 12.50 81.29 ID = 1 ( 55902): 159.65 17.388 12.50 78.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 55501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 20.41 178.87 0.0600 31.91 177.94 0.0600 35.51 178.95 0.0600 47.01 179.20 0.0600 53.34 178.15 0.0600 71.24 177.80 0.0600 72.75 177.30 0.0600 /0.0350 Main Channel 74.85 176.60 0.0350 Main Channel 75.15 176.60 0.0350 Main channel 77.25 177.30 0.0350 /0.0600 Main Channel 80.02 177.82 0.0600 87.97 177.80 0.0600 95.84 178.09 0.0600 97.12 178.04 0.0600 100.77 178.20 0.0600 109.53 178.10 0.0600 118.16 178.37 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 176.72 .621E+01 0.0 0.65 2.10 0.23 176.83 .191E+02 0.2 0.96 1.42 0.35 176.95 .387E+02 0.6 1.22 1.12 0.47 177.07 .650E+02 1.2 1.45 0.94 0.58 177.18 .980E+02 2.0 1.67 0.82 ID = 3 ( 55901): 160.27 17.400 12.50 78.32 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 54156) Area (ha)= 88.01 Curve Number (CN)= 61.0 ID= 1 DT= 5.0 min Ia (mm)= 8.07 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.24 Unit Hyd Qpeak (cms)= 2.711 PEAK FLOW (cms)= 2.993 (i) TIME TO PEAK (hrs)= 13.333 RUNOFF VOLUME (mm)= 50.411 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.396 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54.553)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cros) (m/s) (min) 0.10 0.10 .261E+02 0.1 0.34 5.53 0.20 0.20 .589E+02 0.3 0.51 3.70 0.30 0.30 .986E+02 0.6 0.64 2.96 0.40 0.40 .145E+03 1.0 0.75 2.53 0.50 0.50 .198E+03 1.5 0.84 2.24 0.60 0.60 .258E+03 2.1 0.93 2.03 0.70 0.70 .325E+03 2.9 1.01 1.86 0.80 0.80 .399E+03 3.8 1.09 1.73 0.90 0.90 .479E+03 4.9 1.17 1.62 1.00 1.00 .567E+03 6.2 1.24 1.53 1.11 1.11 .676E+03 8.1 1.36 1.39 1.22 1.22 .801E+03 10.3 1.46 1.30 1.33 1.33 .944E+03 12.7 1.53 1.24 1.44 1.44 .110E+04 15.4 1.58 1.20 1.56 1.56 .128E+04 18.3 1.62 1.17 1.67 1.67 .147E+04 21.5 1.65 1.14 1.78 1.78 .168E+04 24.9 1.68 1.12 1.89 1.89 .191E+04 28.7 1.70 1.11 2.00 2.00 .215E+04 32.6 1.72 1.10 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 54156) 88.01 2.99 13.33 50.41 0.71 1.02 OUTFLOW:. ID= 1 ( 54553) 88.01 2.99 13.33 50.41 0.71 1.02 1.78 1.89 2.00 1.78 1.89 2.00 .797E+04 .904E+04 .102E+05 32.1 36.8 42.0 2.16 2.19 2.21 4.14 4.09 4.05 CALIB NASHYD ( 54155)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 44.53 Curve Number (CN)= 75.0 7.18 # of Linear Res.(N)= 3.00 0.99 Unit Hyd Qpeak (cms)= 1.714 PEAK FLOW (cms)= 2.584 (1) TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 70.374 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.553 () PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 54942)1 1 + 2 = 3 I ID1= 1 ( 54155): + ID2= 2 ( 54553): AREA (ha) 44.53 88.01 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.584 13.00 70.37 2.991 13,33 50.41 ID = 3 ( 54942): 132.54 5.489 13.17 57.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54552)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .123E+03 0.1 0.44 20.36 0.20 0.20 .279E+03 0.3 0.66 13.64 0.30 0.30 .467E+03 0.7 0.82 10.89 0.40 0.40 .687E+03 1.2 0.96 9.31 0.50 0.50 .939E+03 1.9 1.08 8.24 0.60 0.60 .122E+04 2.7 1.20 7.47 0.70 0.70 .154E+04 3.7 1.30 6.86 0.80 0.80 .189E+04 4.9 1.40 6.37 0.90 0.90 .227E+04 6.3 1.50 5.97 1.00 1.00 .268E+04 7.9 1.59 5.63 1.11 1.11 .320E+04 10.4 1.75 5.11 1.22 1.22 .380E+04 13.2 1.87 4.78 1.33 1.33 .447E+04 16.4 1.96 4.56 1.44 1.44 .523E+04 19.8 2.03 4.40 1.56 1.56 .606E+04 23.5 2.08 4.29 1.67 1.67 .698E+04 27.6 2.13 4.21 ROUTE CHN( 54561)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 2.00 99.50 0.0300 3.50 99.60 0.0300 4.50 100.65 0.0300 /0.0500 6.00 101.45 0.0500 TRAVEL TIME TABLE DEPTH ELEV VOLUME (m) (m) Ccu.m.) 0.10 99.60 .102E+03 0.19 99.69 .325E+03 0.29 99.79 .566E+03 0.38 99.88 .827E+03 0.48 99.98 .111E+04 0.57 100.07 .140E+04 0.67 100.17 .172E+04 0.76 100.26 .206E+04 0.86 100.36 .241E+04 0.95 100.45 .279E+04 1.05 100.55 .318E+04 1.16 100.66 .369E+04 1.28 100.78 .429E+04 1.39 100.89 .494E+04 1.50 101.00 .565E+04 1.61 101.11 .642E+04 1.72 101.22 .724E+04 1.84 101.34 .812E+04 1.95 101.45 .906E+04 FLOW RATE (cms) 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.8 1.0 1.2 1.5 1.8 2.1 2.4 2.8 3.2 Main Channel Main Channel Main Channel Main Channel VELOCITY TRAV.TIME (m/s) (min) 0.07 352.23. 0.13 183.50 0.18 137.32 0.21 114.69 0.24 100.82 0.26 91.24 0.29 84.12 0.31 78.55 0.33 74.03 0.34 70.26 0.36 67.04 0.38 62.88 0.41 58.94 0.43 55.97 0.45 53.62 0.47 51.71 0.48 50.10 0.50 48.73 0.51 47.53 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54141) 51.10 3.61 12.67 66.25 1.94 0.51 OUTFLOW: ID= 1 ( 54561) 51.10 2.79 13.00 66.21 1.78 0.49 CALIB NASHYD ( 54165) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 23.59 Curve Number (CN)= 73.0 8.51 # of Linear Res.(N)= 3.00 0.70 Unit Hyd Qpeak (cms)= 1.285 PEAK FLOW (cms)= 1.666 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 66.248 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.521 INFLOW : ID= 2 ( 54942) OUTFLOW: ID= 1 ( 54552) AREA (ha) 132.54 132.54 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.49 13.17 57.12 5.47 13.25 57.12 <-pipe / channel-> MAX DEPTH MAX VEL 0.84 (1.44 0.84 1.44 CALIB NASHYD ( 54154) 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.301 PEAK FLOW (cms)= 0.242 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 44.693 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.351 4.75 5.92 0.60 Curve Number (CN)= # of Linear Res.(N)= (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 55.0 3.00 1 CALIB 1 NASHYD ( 54153) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.216 PEAK FLOW (cms)= 0.183 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 43.980 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.346 (i) PEAK FLOW DOES NOT INCLUDE 4.47 5.21 0.79 Curve Number (CN)= # of Linear Res.(N)= BASEFLOW IF ANY. 54.0 3.00 CALIB NASHYD ( 54141) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H, Tp(hrs)= 51.10 Curve Number (CN)= 8.51 # of Linear Res.(N)= 0.70 Unit Hyd Qpeak (cms)= 2.785 PEAK FLOW (cms)= 3.610 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 66.248 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.521 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 73.0 3.00 1 ROUTE CHN( 54560)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 2.00 99.50 0.0300 3.50 99.60 0.0300 4.50 100.65 0.0300 /0.0500 6.00 101.45 0.0500 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 99.60 .103E+03 0.0 0.06 0.19 99.69 .327E+03 0.0 0.11 0.29 99.79 .571E+03 0.1 0.15 0.38 99.88 .834E+03 0.1 0.18 0.48 99.98 .112E+04 0.2 0.21 0.57 100.07 .142E+04 0.2 0.23 0.67 100.17 .174E+04 0.3 0.25 0.76 100.26 .207E+04 0.4 0.26 0.86 100.36 .243E+04 0.5 0.28 0.95 100.45 .281E+04 0.6 0.30 1.05 100.55 .320E+04 0.7 0.31 1.16 100.66 .372E+04 0.8 0.33 1.28 100.78 .432E+04 1.0 0.35 1.39 100.89 .498E+04 1.3 0.37 1.50 101.00 .570E+04 1.5 0.39 1.61 101.11 .647E+04 1.8 0.40 1.72 101.22 .730E+04 2.1 0.42 1.84 101.34 .819E+04 2.4 0.43 1.95 101.45 .914E+04 2.7 0.44 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 OUTFLOW: ID= 1 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ( 54165) 23.59 1.67 12.67 66.25 ( 54560) 23.59 1.06 13.00 66.14 TRAV.TIME (min) 412.37 214.82 160.77 134.27 118.03 106.82 98.48 91.96 86.67 82.25 78.49 73.62 69.01 65.52 62.77 60.53 58.66 57.05 55.65 <-pipe / channel-> MAX DEPTH MAX VEL s) 1.56 (0 40 1.29 0.35 1 ADD HYD ( 54949)1 1 + 2 = 3 ID1= 1 ( 54560): + 102= 2 ( 54561): AREA (ha) 23.59 51.10 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.061 13.00 66.14 2.793 13.00 66.21 ID = 3 ( 54949): 74.69 3.855 13.00 66.18 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54549)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 196.69 0.0400 28.85 196.60 0.0400 29.63 196.59 0.0400 52.99 195.79 0.0400 59.48 195.71 0.0400 59.75 195.73 0.0400 68.97 195.57 0.0400 74.14 195.70 0.0400 74.58 195.58 0.0400 /0.0350 75.00 195.31 0.0350 75.34 195.21 0.0350 76.35 195.18 0.0350 77.37 195.59 0.0350 /0.0400 80.42 195.80 0.0400 81.04 195.83 0.0400 86.94 195.89 0.0400 96.83 196.35 0.0400 105.81 196.57 0.0400 131.90 196.02 0.0400 150.00 196.43 0.0400 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cros) (m/s) 0.06 195.23 .421E+01 0.0 0.10 0.11 195.29 .118E+02 0.0 0.17 0.17 195.35 .211E+02 0.1 0.23 0.23 195.41 .316E+02 0.1 0.27 0.29 195.46 .434E+02 0.1 0.31 0.34 195.52 .565E+02 0.2 0.35 0.40 195.58 .714E+02 0.3 0.38 0.47 195.65 .122E+03 0.5 0.35 0.54 195.72 .227E+03 0.8 0.31 0.61 195.79 .389E+03 1.3 0.31 0.68 195.86 .586E+03 2.1 0.34 0.76 195.93 .832E+03 3.2 0.36 0.83 196.00 .111E+04 4.6 0.40 0.90 196.07 .142E+04 6.2 0.42 0.97 196.14 .180E+04 8.3 0.43 1.04 196.22 .224E+04 10.7 0.45 1.11 196.29 .276E+04 13.8 0.47 1.18 196.36 .334E+04 17.3 0.49 1.25 196.43 .400E+04 21.4 0.51 Main Main Main Maln Main channel Channel Channel channel channel INFLOW : ID= 2 ( 54949) OUTFLOW: ID= 1 ( 54549) TRAV.TIME (min) 15.29 9.13 6.93 5.76 5.02 4.51 4.16 4.51 5.01 5.05 4.69 4.35 3.99 3.79 3.63 3.48 3.34 3.22 3.11 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 74.69 3.85 13.00 66.18 0.79 0.38 74.69 3.76 13.00 66.18 0.78 0.37 1 ADD HYD ( 54939)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 54153): 4.47 0.183) 12.83cms rs) 43.98) + ID2= 2 ( 54154): 4.75 0.242 12.58 44.69 ID = 3 ( 54939): 9.22 0.419 12.67 44.35 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. 0.61 195.79 .233E+03 4.0 0.97 0.97 0.68 195.86 .351E+03 6.5 1.04 0.90 0.76 195.93 .498E+03 9.9 1.13 0.84 0.83 196.00 .662E+03 14.3 1.23 0.77 0.90 196.07 .849E+03 19.3 1.29 0.73 0.97 196.14 .108E+04 25.6 1.35 0.70 1.04 196.22 .134E+04 33.4 1.41 0.67 1.11 196.29 .165E+04 42.7 1.46 0.64 1.18 196.36 .200E+04 53.8 1.52 0.62 1.25 196.43 .239E+04 66.6 1.58 0.60 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 54939) 216.45 9.42 13.08 59.70 0.75 1.11 ID= 1 ( 54548) 216.45 9.43 13.08 59.70 0.75 1.11 CALIB NASHYD ( 54152) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.197 PEAK FLOW (cms)= 0.129 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 41.194 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.324 2.07 curve Number (cN)= 52.0 6.18 # of Linear Res.(N)= 3.00 0.40 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54938)1 1 + 2 = 3 ID1= 1 ( 54152): + ID2= 2 ( 54548): AREA (ha) 2.07 216.45 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.129 12.33 41.19 9.434 13.08 59.70 ID = 3 ( 54938): 218.53 9.488 13.08 59.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54547)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 196.69 0.0400 28.85 196.60 0.0400 29.63 196.59 0.0400 52.99 195.79 0.0400 59.48 195.71 0.0400 59.75 195.73 0.0400 68.97 195.57 0.0400 74.14 195.70 0.0400 74.58 195.58 0.0400 /0.0350 Main channel 1 ADD +YD2 ( 54939) I ID1= 3 ( 54939): + ID2= 2 ( 54549): AREA (ha) 9.22 74.69 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.419 12.67 44.35 3.756 13.00 66.18 ID = 1 ( 54939): 83.91 4.133 13.00 63.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54939)1 1 1 + 2 = 3 ID1= 1 ( 54939): + ID2= 2 ( 54552): AREA (ha) 83.91 132.54 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.133 13.00 63.78 5.468 13.25 57.12 ID = 3 ( 54939): 216.45 9.423 13.08 59.70 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54548)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 196.69 0.0400 28.85 196.60 0.0400 29.63 196.59 0.0400 52.99 195.79 0.0400 59.48 195.71 0.0400 59.75 195.73 0.0400 68.97 195.57 0.0400 74.14 195.70 0.0400 74.58 195.58 0.0400 /0.0350 75.00 195.31 0.0350 75.34 195.21 0.0350 76.35 195.18 0.0350 77.37 195.59 0.0350 /0.0400 80.42 195.80 0.0400 81.04 195.83 0.0400 86.94 195.89 0.0400 96.83 196.35 0.0400 105.81 196.57 0.0400 131.90 196.02 0.0400 150.00 196.43 0.0400 Main Channel Main Channel Main Channel main channel main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 195.23 .252E+01 0.0 0.32 2.95 0.11 195.29 .705E+01 0.1 0.54 1.76 0.17 195.35 .126E+02 0.2 0.71 1.34 0.23 195.41 .189E+02 0.3 0.85 1.11 0.29 195.46 .260E+02 0.4 0.97 0.97 0.34 195.52 .338E+02 0.6 1.08 0.87 0.40 195.58 .427E+02 0.9 1.18 0.80 0.47 195.65 .732E+02 1.4 1.09 0.87 0.54 195.72 .136E+03 2.3 0.98 0.97 75.00 195.31 0.0350 75.34 195.21 0.0350 76.35 195.18 0.0350 77.37 195.59 0.0350 /0.0400 80.42 195.80 0.0400 81.04 195.83 0.0400 86.94 195.89 0.0400 96.83 196.35 0.0400 105.81 196.57 0.0400 131.90 196.02 0.0400 150.00 196.43 0.0400 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.06 195.23 .156E+01 0.0 0.14 0.11 195.29 .437E+01 0.0 0.24 0.17 195.35 .781E+01 0.1 0.32 0.23 195.41 .117E+02 0.1 0.38 0.29 195.46 .161E+02 0.2 0.44 0.34 195.52 .209E+02 0.3 0.49 0.40 195.58 .265E+02 0.4 0.53 0.47 195.65 .453E+02 0.6 0.49 0.54 195.72 .840E+02 1.0 0.44 0.61 195.79 .144E+03 1.8 0.43 0.68 195.86 .217E+03 2.9 0.47 0.76 195.93 .308E+03 4.4 0.50 0.83 196.00 .410E+03 6.4 0.55 0.90 196.07 .526E+03 8.7 0.58 0.97 196.14 .666E+03 11.5 0.60 1.04 196.22 .832E+03 15.0 0.63 1.11 196.29 .102E+04 19.1 0.66 1.18 196.36 .124E+04 24.1 0.68 1.25 196.43 .148E+04 29.8 0.71 INFLOW : ID= 2 OUTFLOW: ID= 1 TRAV.TIME (min) 4.07 2.43 1.85 1,53 1,34 1.20 1.11 1.20 1.33 1.34 1.25 1.16 1.06 1.01 0.97 0.93 0.89 0.86 0.83 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 54938) 218.53 9.49 13.08 59.53 0.92 0.59 54547) 218.53 9.48 13.08 59.53 0.92 0.59 I CALIB 1 NASHYD ( 54151)1 110= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.352 PEAK FLOW (cms)- 0.401 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 56.540 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.444 (i) PEAK FLOW DOES NOT 7.87 curve Number (cN)= 65.0 6.56 # of Linear Res.(N)= 3.00 0.85 INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 54158) Area (ha)= 11.90 curve Number (cN)= 65.0 IID- 1 DT= 5.0 min 1 Ia (mm)= 5.54 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.82 Unit Hyd Qpeak (cms)- 0.556 PEAK FLOW (cms)= 0.634 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 57.273 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.450 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 54164) Area (ha)= 10.24 ID= 1 DT= 5.0 min 1 Total Imp(%)= 34.50 Dir. Conn.(%)= 22.50 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.53 6.71 Dep. storage (mm)= 2.00 5.76 Average Slope (%)= 1.00 2.00 Length (m)= 261.29 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 131.74 5.00 15.00 3.81 (ii) 10.13 (ii) 5.00 15.00 0.25 0.10 0.98 12.08 125.20 127.20 0.98 1.63 12.17 75.68 127.20 0.59 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 74.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.425 (iii) 12.08 86.82 127.20 0.68 ROUTE CHN( 54557)1 IN= 2---> OUT= 1 < Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 10.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .147E+02 0.0 0.46 13.39 0.20 0.20 .586E+02 0.1 0.72 8.43 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .314E+00 0.0 0.14 8.34 0.07 0.07 .126E+01 0.0 0.22 5.26 0.10 0.10 .283E+01 0.0 0.29 4.01 0.13 0.13 .503E+01 0.0 0.36 3.31 0.17 0.17 .786E+01 0.0 0.41 2.85 0.20 0.20 .113E+02 0.1 0.47 2.53 0.23 0.23 .154E+02 0.1 0.52 2.28 0.27 0.27 .201E+02 0.2 0.57 2.09 0.30 0.30 .255E+02 0.2 0.61 1.93 0.33 0.33 .314E+02 0.3 0.66 1.80 0.37 0.37 .390E+02 0.4 0.74 1.59 0.41 0.41 .478E+02 0.5 0.80 1.47 0.44 0.44 .577E+02 0.7 0.85 1.39 0.48 0.48 .688E+02 0.9 0.89 1.33 0.52 0.52 .810E+02 1.0 0.92 1.29 0.56 0.56 .945E+02 1.3 0.94 1.26 0.59 0.59 .109E+03 1.5 0.96 1.23 0.63 0.63 .125E+03 1.7 0.97 1.21 0.67 0.67 .142E+03 2.0 0.99 1.19 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54402) 22.14 0.87 13.08 70.71 0.48 0.89 OUTFLOW: ID= 1 ( 54556) 22.14 0.87 13.08 70.71 0.48 0.89 STLIB ANDHYD ( 54157)1 Area (ha)= 1.66 1ID= 1 DT= 5.0 min 1 Total Imp(%)= 24.74 Dir. Conn.(%)= 22.99 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.41 1.25 Dep. Storage (mm)= 2.00 6.54 Average Slope (%)= 1.00 2.00 Length (m)= 105.17 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 76.91 5.00 15.00 2.21 (ii) 10.05 (ii) 5.00 15.00 0.30 0.10 0.16 12.08 125.20 127.20 0.98 0.17 12.17 50.98 127.20 0.40 *TOTALS* 0.314 (iii) 12.08 68.04 127.20 0.53 0.30 0.30 .132E+03 0.3 0.95 6.44 0.40 0.40 .234E+03 0.7 1.15 5.31 0.50 0.50 .366E+03 1.3 1.33 4.58 0.60 0.60 .528E+03 2.2 1.51 4.06 0.70 0.70 .718E+03 3.3 1.67 3.66 0.80 0.80 .938E+03 4.7 1.82 3.35 0.90 0.90 .119E+04 6.4 1.97 3.09 1.00 1.00 .147E+04 8.5 2.12 2.88 1.11 1.11 .182E+04 11.8 2.39 2.56 1.22 1.22 .223E+04 15.7 2.59 2.36 1.33 1.33 .269E+04 20.1 2.74 2.23 1.44 1.44 .320E+04 25.0 2.86 2.14 1.56 1.56 .377E+04 30.4 2.95 2.07 1.67 1.67 .440E+04 36.3 3.02 2.02 1.78 1.78 .507E+04 42.7 3.09 1.98 1.89 1.89 .581E+04 49.8 3.14 1.95 2.00 2.00 .659E+04 57.3 3.19 1.92 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54164) 10.24 2.42 12.08 86.82 0.62 1.54 OUTFLOW: ID= 1 ( 54557) 10.24 2.20 12.17 86.81 0.60 1.51 1 ADD HYD ( 54944)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54158): 11.90 0.634 12.83 57.27 + ID2= 2 ( 54557): 10.24 2.205 12.17 86.81 ID = 3 ( 54944): 22.14 2.487 12.17 70.94 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 RESERVOIR( 54402)1 OVERFLOW IS OFF 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0163 0.3102 0.0049 0.0483 0.0177 0.3666 0.0085 0.0980 0.1250 0.4244 0.0110 0.1490 0.3212 0.4835 0.0130 0.2013 0.5744 0.5440 0.0147 0.2551 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 54944) 22.136 2.487 12.17 70.94 OUTFLOW: ID= 1 (. 54402) 22.136 0.873 13.08 70.71 PEAK FLOW REDUCTION [Qout/Qin](%)= 35.11 TIME SHIFT OF PEAK FLOW (min)= 55.00 MAXIMUM STORAGE USED (ha.m.)= 0.6154 1 ROUTE CHN( 54556)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 60.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 54160) Area (ha)= 2.65 IID= 1 DT= 5.0 min Total Imp(%)= 40.80 Dir. Conn.(%)= 40.80 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.08 1.57 Dep. Storage (mm)= 2.00 5.87 Average Slope (%)= 1.00 2.00 Length (m)= 132.88 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 108.13 5.00 10.00 2.54 (ii) 9.38 (ii) 5.00 10.00 0.29 0.12 PEAK FLOW (cms)= 0.47 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.34 12.08 73.04 127.20 0.57 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 76.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.807 (iii) 12.08 94.32 127.20 0.74 ROUTE CHN( 54555)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------ Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .720E+02 0.1 0.52 10.06 0.20 0.20 .163E+03 0.4 0.77 6.74 0.30 0.30 .272E+03 0.8 0.97 5.38 0.40 0.40 .401E+03 1.5 1.13 4.60 0.50 0.50 .548E+03 2.2 1.28 4.07 0.60 0.60 .714E+03 3.2 1.41 3.69 0.70 0.70 .899E+03 4.4 1.54 3.39 0.80 0.80 .110E+04 5.8 1.66 3.15 0.90 0.90 .132E+04 7.5 1.77 2.95 1.00 1.00 .157E+04 9.4 1.88 2.78 1.11 1.11 .187E+04 12.3 2.07 2.52 1.22 1.22 .221E+04 15.6 2.21 2.36 1.33 1.33 .261E+04 19.3 2.32 2.25 1.44 1.44 .305E+04 23.4 2.40 2.18 1.56 1.56 .354E+04 27.8 2.46 2.12 1.67 1.67 .407E+04 32.6 2.51 2.08 1.78 1.78 .465E+04 37.8 2.55 2.05 1.89 1.89 .528E+04 43.5 2.58 2.02 2.00 2.00 .595E+04 49.5 2.61 2.00 INFLOW : ID= 2 ( 54160) OUTFLOW: ID= 1 ( 54555) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2.65 0.81 12.08 94.32 0.29 0.95 2.65 0.71 12.08 94.31 0.27 0.90 1 ADD HYD ( 54943)1 1 + 2 = 3 1 ID1= 1 ( 54157): + ID2= 2 ( 54555): AREA (ha) 1.66 2.65 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.314 12.08 68.04 0.709 12.08 94.31 ID = 3 ( 54943): 4.31 1.023 12.08 84.19 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54943)1 3 + 2 = 1 1 ID1= 3 ( 54943): + ID2= 2 ( 54556): ID = 1 ( 54943): AREA (ha) 4.31 22.14 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.023 12.08 84.19 0.873 13.08 70.71 26.44 1.038 12.08 72.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54554)1 IN= 2---> OUT= 1 Routing time step (min).- 5.00 <------ DATA Distance 0.00 2.00 3.33 4.67 6.67 DEPTH (m) 0.03 ELEV (m) 0.03 FOR SECTION ( 1.1) Elevation Manning 0.67 0.1000 0.33 0.1000 /0.0350 0.00 0.0350 0.33 0.0350 /0.1000 0.67 0.1000 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .226E+01 0.0 Main Channel Main Channel Main Channel VELOCITY TRAV.TIME (m/s) (min) 0.15 58.22 76.85 78.95 80.59 82.01 82.30 86.57 88.28 89.56 100.00 103.67 104.53 109.66 115.27 194.24 0.0350 194.94 0.0350 /0.0600 194.78 0.0600 194.82 0.0600 194.94 0.0600 194.86 0.0600 195.04 0.0600 194.96 0.0600 195.38 0.0600 194.70 0.0600 194.78 0.0600 196.32 0.0600 196.54 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.12 194.35 .227E+02 0.0 0.23 194.47 .697E+02 0.1 0.35 194.59 .141E+03 0.3 0.47 194.70 .237E+03 0.6 0.58 194.82 .401E+03 1.0 0.70 194.94 .769E+03 1.7 0.82 195.06 .163E+04 3.4 0.95 195.18 .292E+04 6.1 1.07 195.31 .455E+04 10.2 1.19 195.43 .640E+04 15.8 1.32 195.55 .838E+04 22.9 1.44 195.68 .105E+05 31.3 1.56 195.80 .126E+05 40.9 1.68 195.92 .149E+05 51.7 1.81 196.04 .173E+05 63.8 1.93 196.17 .198E+05 77.2 2.05 196.29 .224E+05 91.9 2.18 196.41 .251E+05 106.1 2.30 196.54 .279E+05 121.4 INFLOW : ID= 2 ( 54937) OUTFLOW: ID= 1 ( 54546) Main Channel Main Channel VELOCITY (m/s) 0.32 0.47 0.60 0.71 0.74 0.67 0.62 0.63 0.67 0.74 0.82 0.89 0.97 1.04 1.10 1.17 1.23 1.27 1.30 TRAV.TIME (min) 15.66 10.59 8.34 7.01 6.72 7.48 8.06 7.93 7.42 6.77 6.10 5.58 5.15 4.81 4.52 4.27 4.06 3.94 3.84 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAX R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 252.84 10.84 13.08 60.83 1.08 0.68 252.84 10.64 13.25 60.83 1.08 0.68 CALIB NASHYD ( 54148)1 ID= 1 DT= 5.0 min Area (ba)- Ia U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.130 PEAK FLOW (cms)- 0.147 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 59.363 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.467 2.30 Curve Number (CN)- 67.0 6.37 # of Linear Res.(N)= 3.00 0.68 0.07 0.07 .905E+01 0.0 0.23 36.68 0.10 0.10 .204E+02 0.0 0.30 27.99 0.13 0.13 .362E+02 0.0 0.37 23.11 0.17 0.17 .565E+02 0.0 0.43 19.91 0.20 0.20 .814E+02 0.1 0.48 17.63 0.23 0.23 .111E+03 0.1 0.53 15.91 0.27 0.27 .145E+03 0.2 0.58 14.56 0.30 0.30 .183E+03 0.2 0.63 13.46 0.33 0.33 .226E+03 0.3 0.68 12.54 0.37 0.37 .281E+03 0.4 0.76 11.12 0.41 0.41 .344E+03 0.6 0.83 10.26 0.44 0.44 .415E+03 0.7 0.88 9.69 0.48 0.48 .495E+03 0.9 0.91 9.29 0.52 0.52 .583E+03 1.1 0.94 9.00 0.56 0.56 .680E+03 1.3 0.97 8.77 0.59 0.59 .785E+03 1.5 0.99 8.60 0.63 0.63 .898E+03 1.8 1.00 8.45 0.67 0.67 .102E+04 2.0 1.02 8.33 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 54943) 26.44 1.04 12.08 72.90 0.51 0.94 ID= 1 ( 54554) 26.44 0.98 13.08 72.90 0.50 0.93 1 ADD HYD ( 54937) 1 D + 2 ID1= 1 ( 54151): + ID2= 2 ( 54547): AREA (ha) 7.87 218.53 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.401 12.92 56.54 9.477 13.08 59.53 ID = 3 ( 54937): 226.40 9.866 13.08 59.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 54937)1 3 + 2 = 1 ID1= 3 ( 54937): + ID2= 2 ( 54554): AREA (ha) 226.40 26.44 QPEAK TPEAK R.V. (cms) (hrs) (mm) 9.866 13.08 59.42 0.976 13.08 72.90 ID = 1 ( 54937): 252.84 10.842 13.08 60.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54546)1 IN= 2---> OUT= 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 32.97 196.70 0.0600 38.68 196.26 0.0600 58.12 195.22 0.0600 67.42 195.02 0.0600 74.45 194.94 0.0600 /0.0350 76.55 194.24 0.0350 Main Channel Main Channel 1 CALIB 1 STANDHYD ( 54150) Area (ha)= 6.22 1ID= 1 DT= 5.0 min Total Imp(%)= 34.10 Dir. Conn.(%)= 18.40 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (90- (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS 2.12 4.10 2.00 7.00 1.00 2.00 203.72 40.00 0.013 0.250 155.69 5.00 3.28 5.00 0.27 0.49 12.08 125.20 127.20 0.98 (i) 109.24 15.00 (ii) 10.09 (ii) 15.00 0.10 0.81 12.17 59.74 127.20 0.47 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 62.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.199 (iii) 12.08 71.79 127.20 0.56 CALIB STANDHYD ( 54149) Area (ha)= 1.08 ID= 1 DT= 5.0 min Total Imp(%)= 45.80 Dir. Conn.(%)= 36.70 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%) _ (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.49 2.00 1.00 84.83 0.013 155.69 5.00 1.94 5.00 0.31 0.17 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.59 7.00 2.00 40.00 0.250 99.62 10.00 (ii) 9.01 (ii) 10.00 0.12 0.12 12.08 57.72 127.20 0.45 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.288 (iii) 12.08 82.48 127.20 0.65 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 62.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. + 102= 2 ( 54546): 252.84 10.644 13.25 60.83 ID = 3 ( 54936): 255.14 10.753 13.25 60.82 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54945)1 1 + 2 = 3 I ID1= 1 ( 54149) : + ID2= 2 ( 54150): AREA (ha) 1.08 6.22 QPEAK TPEAK (cms) (hrs) 0.288 12.08 1.199 12.08 R.V. (mm) 82.48 71.79 ID = 3 ( 54945): 7.30 1.487 12.08 73.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 54606)1 IN= 2---> OUT= 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 600.00 Length (m)= 35.69 Slope (m/m)= 0.003 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1347.53 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.49 TRAVEL TIME TABLE (mm)FOR FREE FLOW. (cms) DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.07 .103E+01 0.0 0.28 0.14 .286E+01 0.0 0.43 0.21 .516E+01 0.1 0.56 0.28 .780E+01 0.1 0.66 0.35 .107E+02 0.2 0.75 0.43 .138E+02 0.3 0.83 0.50 .170E+02 0.4 0.90 0.57 .204E+02 0.6 0.96 0.64 .237E+02 0.7 1.02 0.71 .272E+02 0.8 1.07 0.78 .305E+02 0.9 1.10 0.85 .339E+02 1.1 1.14 0.92 .371E+02 1.2 1.16 0.99 .402E+02 1.3 1.18 1.06 .431E+02 1.4 1.19 1.13 .457E+02 1.5 1.19 1.21 .480E+02 1.6 1.17 1.28 .499E+02 1.6 1.14 1.35 .509E+02 1.5 1.04 INFLOW : ID= 2 ( 54945) OUTFLOW: ID= 1 ( 54606) TRAV.TIME min 2.15 1.38 1.07 0.90 0.79 0.71 0.66 0.62 0.58 0.56 0.54 0.52 0.51 0.50 0.50 0.50 0.51 0.52 0.57 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.30 1.49 12.08 73.37 1.11 1.19 7.30 1.43 12.08 73.37 1.11 1.19 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. 1 ADD HYD ( 54936)1 1 + 2 = 3 I ID1= 1 ( 54148) : AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.30 0.147 12.67 59.36 2.18 196.41 2.30 196.54 .112E+05 .124E+05 INFLOW : ID= 2 ( 54936) OUTFLOW: ID= 1 ( 54545) AREA (ha) 262.45 262.45 104.0 1.24 119.0 1.27 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 10.89 13.17 61.17 10.87 13.25 61.17 1.79 1.74 <-pipe / channel-> MAX DEPTH MAX VEL 1.09 (0 67 1.09 0.67 CALIB NASHYD ( 54146) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.656 PEAK FLOW (cms)- 0.532 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 49.272 TOTAL RAINFALL (mm). 127.200 RUNOFF COEFFICIENT = 0.387 7.30 Curve Number (cN)= 59.0 6.10 # of Linear Res.(N)= 3.00 0.43 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54147)1 ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)= U.H. Tp(hrs)= 40.41 Curve Number (CN)= 7.13 # of Linear Res.(N)= 0.99 Unit Hyd Qpeak (cms)= 1.557 PEAK FLOW (cms)- 1.780 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 54.828 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.431 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 64.0 3.00 1 ROUTE CHN( 54544)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 20.11 196.55 23.27 196.43 28.74 195.65 39.37 195.50 49.90 195.93 57.15 195.92 63.59 195.63 64.46 195.51 70.96 195.49 74.75 194.96 75.54 194.65 75.99 194.63 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 Main Channel Main Channel Main channel 1 ADD HYD ( 54936)1 3 + 2 = 1 ID1= 3 ( 54936): + ID2= 2 ( 54606): AREA QPEAK (ha) (cms) 255.14 10.753 7.30 1.434 TPEAK (hrs) 13.25 12.08 R.V. (mm) 60.82 73.37 ID = 1 ( 54936): 262.45 10.888 13.17 61.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54545)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 32.97 196.70 0.0600 38.68 196.26 58.12 195.22 67.42 195.02 74.45 194.94 76.55 194.24 76.85 194.24 78.95 194.94 80.59 194.78 82.01 194.82 82.30 194.94 86.57 194.86 88.28 195.04 89.56 194.96 100.00 195.38 103.67 194.70 104.53 194.78 109.66 196.32 115.27 196.54 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 194.35 .101E+02 0.0 0.31 7.11 0.23 194.47 .310E+02 0.1 0.46 4.81 0.35 194.59 .628E+02 0.3 0.59 3.79 0.47 194.70 .106E+03 0.6 0.70 3.18 0.58 194.82 .178E+03 1.0 0.73 3.05 0.70 194.94 .342E+03 1.7 0.65 3.40 0.82 195.06 .725E+03 3.3 0.61 3.66 0.95 195.18 .130E+04 6.0 0.62 3.60 1.07 195.31 .202E+04 10.0 0.66 3.37 1.19 195.43 .285E+04 15.5 0.72 3.07 1.32 195.55 .373E+04 22.4 0.80 2.77 1.44 195.68 .466E+04 30.6 0.88 2.53 1.56 195.80 .563E+04 40.1 0.95 2.34 1.68 195.92 .664E+04 50.7 1.02 2.18 1.81 196.04 .770E+04 62.6 1.08 2.05 1.93 196.17 .881E+04 75.6 1.14 1.94 2.05 196.29 .996E+04 90.0 1.20 1.84 77.89 81.29 85.16 87.65 91.08 94.72 106.16 154.82 194.88 0.0350 /0.0600 195.52 0.0600 195.08 0.0600 195.01 0.0600 195.21 0.0600 195.17 0.0600 195.66 0.0600 196.07 0.0600 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) 0.06 194.69 .801E+01 0.0 0. 0.12 194.76 .241E+02 0.1 0.43 0.19 194.82 .476E+02 0.1 0.55 0.25 194.88 .786E+02 0.3 0.65 0.33 194.96 .128E+03 0.6 0.83 0.41 195.04 .192E+03 1.0 0.96 0.49 195.12 .317E+03 1.6 0.94 0.56 195.20 .500E+03 2.4 0.90 0.64 195.28 .791E+03 3.6 0.87 0.72 195.36 .114E+04 5.3 0.89 0.80 195.43 .154E+04 7.4 0.92 0.88 195.51 .201E+04 9.6 0.91 0.96 195.59 .267E+04 13.1 0.93 1.04 195.67 .350E+04 17.5 0.95 1.12 195.75 .451E+04 22.5 0.95 1.20 195.83 .573E+04 29.1 0.97 1.28 195.91 .715E+04 37.5 1.00 1.36 195.99 .885E+04 47.5 1.02 1.44 196.07 .107E+05 61.0 1.08 Main Channel INFLOW : OUTFLOW: (m/s) (min) 11.15 7.36 5.79 4.88 3.83 3.31 3.39 3.53 3.65 3.57 3.44 3.48 3.40 3.33 3.35 3.28 3.18 3.11 2.93 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL ID= 2 ( 54147) 40.41 (1.78 s) (hrs) 54.83 0.51 (m/s)0.93 ID= 1 ( 54544) 40.41 1.78 13.08 54.83 0.51 0.93 I ADD HYD ( 54935)1 1 1+ 2= 3 1 ID1= 1 ( 54146): + ID2= 2 ( 54544): AREA QPEAK TPEAK (ha) (cms) (hrs) 7.30 0.532 12.42 40.41 1.777 13.08 ID = 3 ( 54935): R.V. (mm) 49.27 54.83 47.71 2.044 12.92 53.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54543)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 23.27 28.74 39.37 49.90 196.43 195.65 195.50 195.93 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 57.15 195.92 0.0400 63.59 195.63 0.0400 64.46 195.51 0.0400 70.96 195.49 0.0400 74.75 194.96 0.0400 /0.0350 Main Channel 75.54 194.65 0.0350 Main Channel 75.99 194.63 0.0350 Main Channel 77.89 194.88 0.0350 /0.0600 Main channel 81.29 195.52 0.0600 85.16 195.08 0.0600 87.65 195.01 0.0600 91.08 195.21 0.0600 94.72 195.17 0.0600 106.16 195.66 0.0600 154.82 196.07 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 194.69 .107E+02 0.0 0.27 15.72 0.12 194.76 .321E+02 0.1 0.41 10.38 0.19 194.82 .636E+02 0.1 0.52 8.17 0.25 194.88 .105E+03 0.3 0.62 6.87 0.33 194.96 .171E+03 0.5 0.78 5.40 0.41 195.04 .256E+03 0.9 0.91 4.67 0.49 195.12 .423E+03 1.5 0.89 4.77 0.56 195.20 .667E+03 2.2 0.85 4.97 0.64 195.28 .106E+04 3.4 0.82 5.15 0.72 195.36 .152E+04 5.0 0.84 5.04 0.80 195.43 .205E+04 7.0 0.87 4.86 0.88 195.51 .268E+04 9.1 0.86 4.90 0.96 195.59 .357E+04 12.4 0.88 4.79 1.04 195.67 .467E+04 16.6 0.90 4.70 1.12 195.75 .603E+04 21.3 0.90 4.72 1.20 195.83 .765E+04 27.6 0.92 4.62 1.28 195.91 .955E+04 35.6 0.95 4.48 1.36 195.99 .118E+05 45.0 0.97 4.38 1.44 196.07 .143E+05 57.8 1.03 4.13 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54935) 47.71 2.04 12.92 53.98 0.54 0.86 OUTFLOW: ID= 1 ( 54543) 47.71 2.03 13.00 53.98 0.54 0.86 CALIB STANDHYD ( 54145) Area (ha)= 2.58 ID= 1 DT= 5.0 min 1 Total Imp(%)= 24.60 Dir. Conn.(%)= 20.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.64 1.95 Dep. Storage (mm)- 2.00 5.53 Average Slope (%)= 1.00 2.00 Length (m)= 131.24 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= 155.69 65.22 5.00 15.00 2.52 (ii) 10.89 (ii) 5.00 15.00 0.41 195.04 .302E+03 0.9 0.49 195.12 .499E+03 1.4 0.56 195.20 .788E+03 2.1 0.64 195.28 .125E+04 3.2 0.72 195.36 .179E+04 4.7 0.80 195.43 .242E+04 6.6 0.88 195.51 .316E+04 8.6 0.96 195.59 .422E+04 11.7 1.04 195.67 .552E+04 15.6 1.12 195.75 .711E+04 20.0 1.20 195.83 .903E+04 25.9 1.28 195.91 .113E+05 33.4 1.36 195.99 .140E+05 42.2 1.44 196.07 .169E+05 54.3 0.85 0.83 0.80 0.77 0.79 0.82 0.81 0.83 0.85 0.84 0.86 0.89 0.91 0.96 5.87 6.00 6.25 6.46 6.33 6.10 6.16 6.02 5.90 5.93 5.81 5.63 5.51 5.19 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54933) 50.29 2.08 13.00 54.23 0.56 0.80 OUTFLOW: ID= 1 ( 54541) 50.29 2.06 13.17 54.23 0.56 0.80 CALIB NASHYD ( 54144) Area (ha)= 18.20 Curve Number (CN)= 54.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.11 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.05 Unit Hyd Qpeak (cms)= 0.659 PEAK FLOW (cms)= 0.594 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 43.450 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.342 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54932)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54144): 18.20 0.594 13.17 43.45 + ID2= 2 ( 54541): 50.29 2.060 13.17 54.23 ID = 3 ( 54932): 68.49 2.653 13.17 51.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 54540)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 20.11 196.55 0.0400 23.27 196.43 0.0400 28.74 195.65 0.0400 39.37 195.50 0.0400 49.90 195.93 0.0400 Unit Hyd. peak (cms)= 0.29 0.09 PEAK FLOW (cms)= 0.22 0.22 TIME TO PEAK (hrs)= 12.08 12.17 RUNOFF VOLUME (mm)= 125.20 42.24 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.33 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 51.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.412 (iii) 12.08 58.91 127.20 0.46 1 ADD HYD ( 54933)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 54145): 2.58 0.412) 12.08) 58.91) + ID2= 2 ( 54543): 47.71 2.031 13.00 53.98 ID = 3 ( 54933): 50.29 2.078 13.00 54.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54541)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 20.11 196.55 0.0400 23.27 196.43 0.0400 28.74 195.65 0.0400 39.37 195.50 0.0400 49.90 195.93 0.0400 57.15 195.92 0.0400 63.59 195.63 0.0400 64.46 195.51 0.0400 70.96 195.49 0.0400 74.75 194.96 0.0400 /0.0350 Main Channel 75.54 194.65 0.0350 Main Channel 75.99 194.63 0.0350 Main Channel 77.89 194.88 0.0350 /0.0600 Main Channel 81.29 195.52 0.0600 85.16 195.08 0.0600 87.65 195.01 0.0600 91.08 195.21 0.0600 94.72 195.17 0.0600 106.16 195.66 0.0600 154.82 196.07 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 194.69 .126E+02 0.0 0.25 19.75 0.12 194.76 .379E+02 0.0 0.38 13.04 0.19 194.82 .750E+02 0.1 0.49 10.26 0.25 194.88 .124E+03 0.2 0.58 8.64 0.33 194.96 .201E+03 0.5 0.74 6.78 57.15 195.92 0.0400 63.59 195.63 0.0400 64.46 195.51 0.0400 70.96 195.49 0.0400 74.75 194.96 0.0400 /0.0350 Main Channel 75.54 194.65 0.0350 Main Channel 75.99 194.63 0.0350 Main Channel 77.89 194.88 0.0350 /0.0600 Main Channel 81.29 195.52 0.0600 85.16 195.08 0.0600 87.65 195.01 0.0600 91.08 195.21 0.0600 94.72 195.17 0.0600 106.16 195.66 0.0600 154.82 196.07 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 194.69 .183E+01 0.0 0.32 2.24 0.12 194.76 .551E+01 0.1 0.49 1.48 0.19 194.82 .109E+02 0.2 0.62 1.16 0.25 194.88 .180E+02 0.3 0.74 0.98 0.33 194.96 .293E+02 0.6 0.94 0.77 0.41 195.04 .440E+02 1.1 1.09 0.67 0.49 195.12 .725E+02 1.8 1.07 0.68 0.56 195.20 .115E+03 2.7 1.03 0.71 0.64 195.28 .181E+03 4.1 0.99 0.73 0.72 195.36 .261E+03 6.0 1.01 0.72 0.80 195.43 .352E+03 8.5 1.05 0.69 0.88 195.51 .459E+03 11.0 1.04 0.70 0.96 195.59 .613E+03 15.0 1.06 0.68 1.04 195.67 .802E+03 20.0 1.09 0.67 1.12 195.75 .103E+04 25.6 1.08 0.67 1.20 195.83 .131E+04 33.2 1.10 0.66 1.28 195.91 .164E+04 42.8 1.14 0.64 1.36 195.99 .203E+04 54.2 1.16 0.62 1.44 196.07 .246E+04 69.6 1.23 0.59 INFLOW : ID= 2 OUTFLOW: ID= 1 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 54932) 68.49 2.65 13.17 51.37 0.56 1.03 54540) 68.49 2.65 13.17 51.37 0.56 1.03 1 ADD HYD ( 54931)1 1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54540): 68.49 2.654 13.17 51.37 + 102= 2 ( 54545): 262.45 10.872 13.25 61.17 ID = 3 ( 54931): 330.94 13.510 13.25 59.14 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54539)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 15.43 18.22 18.89 19.52 23.49 24.56 34.64 38.64 41.64 41.73 43.62 45.31 45.61 47.55 59.89 60.40 66.12 67.66 71.89 FOR SECTION ( Elevation 196.00 195.77 195.51 195.37 195.15 193.10 192.57 192.45 191.80 191.88 191.85 191.55 191.80 191.85 191.84 193.40 193.40 193.78 193.99 194.17 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.12 191.68 .297E+02 0.1 0.78 0.25 191.80 .119E+03 0.5 1.23 0.38 191.94 .451E+03 2.1 1.40 0.52 192.08 .933E+03 5.4 1.72 0.66 192.22 .150E+04 10.1 2.02 0.80 192.36 .214E+04 16.3 2.28 0.94 192.50 .289E+04 22.8 2.36 1.08 192.64 .402E+04 32.3 2.40 1.22 192.78 .528E+04 46.1 2.61 1.36 192.92 .660E+04 62.4 2.83 1.50 193.06 .798E+04 81.1 3.05 1.64 193.20 .941E+04 102.2 3.26 1.78 193.33 .109E+05 125.7 3.46 1.92 193.47 .125E+05 150.3 3.61 2.06 193.61 .141E+05 177.5 3.76 2.20 193.75 .159E+05 207.5 3.91 2.34 193.89 .178E+05 242.0 4.08 2.48 194.03 .197E+05 278.0 4.24 2.62 194.17 .217E+05 313.7 4.33 Main Main Main Channel Channel Channel INFLOW : ID= 2 ( 54931) OUTFLOW: ID= 1 ( 54539) TRAV.TIME (min) 6.44 4.06 3.57 2.90 2.47 2.19 2.12 2.08 1.91 1.76 1.64 1.53 1.45 1.38 1.33 1.28 1.22 1.18 1.15 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 330.94 13.51 13.25 59.14 0.74 2.15 330.94 13.51 13.25 59.14 0.74 2.15 CALIB NASHYD ( 54106) ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.N. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.518 PEAK FLOW (cms)= 0.459 (i) 7.99 curve Number (CN)= 59.0 6.27 # of Linear Res.(N)= 3.00 0.59 Unit Hyd Qpeak (cms)= 8.918 PEAK FLOW (cms)= 13.327 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 78.270 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.615 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54535)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .219E+03 0.3 1.23 0.20 0.20 .495E+03 1.0 1.83 0.30 0.30 .829E+03 2.0 2.30 0.40 0.40 .122E+04 3.4 2.69 0.50 0.50 .167E+04 5.3 3.03 0.60 0.60 .217E+04 7.6 3.35 0.70 0.70 .273E+04 10.5 3.65 0.80 0.80 .335E+04 13.8 3.92 0.90 0.90 .403E+04 17.7 4.19 1.00 1.00 .476E+04 22.2 4.44 1.11 1.11 .568E+04 29.2 4.90 1.22 1.22 .674E+04 37.0 5.23 1.33 1.33 .794E+04 45.7 5.49 1.44 1.44 .928E+04 55.3 5.68 1.56 1.56 .108E+05 65.8 5.83 1.67 1.67 .124E+05 77.3 5.94 1.78 1.78 .142E+05 89.6 6.04 1.89 1.89 .161E+05 103.0 6.11 2.00 2.00 .181E+05 117.4 6.18 Main Main Main Main Channel Channel Channel Channel INFLOW : ID= 2 ( 54140) OUTFLOW: ID= 1 ( 54535) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 140.56 13.33 12.58 78.27 140.56 13.26 12.67 78.27 TRAV.TIME (min) 12.92 8.66 6.92 5.91 5.23 4.74 4.36 4.05 3.79 3.57 3.24 3.03 2.89 2.80 2.73 2.67 2.63 2.60 2.57 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.79 3.88 0.78 3.87 TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 49.165 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.387 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 54130) Area (ha)= 11.60 Curve Number (CN)= 63.0 1ID= 1 DT= 5.0 min Ia (mm)= 5.90 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.60 Unit Hyd Qpeak (cms)= 0.740 PEAK FLOW (cms)= 0.735 TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 54.398 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.428 (1) (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 54137) 1ID= 1 DT= 5.0 min Area (ha)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.399 PEAK FLOW (cms)= 0.358 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 47.727 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.375 7.23 Curve Number (CN)= 59.0 8.50 # of Linear Res.(N)= 3.00 0.69 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 54136) 11D= 1 DT= 5.0 min Area (ha)= 41.31 Curve Number (CN)= 76.0 Ia (mm)= 6.80 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.59 Unit Hyd Qpeak (cms)- 2.674 PEAK FLOW (cms)= 3.628 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 72.258 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.568 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 54140) Area (ha)= 140.56 Curve Number (CN)= 80.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.43 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.60 PEAK FLOW (cms)= 4.321 (l) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 84.023 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.661 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54534)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu (cms) (m/s) 0.10 0.10 .213E.m+0.) 3 0.3 1.33 0.20 0.20 .482E+03 1.0 1.99 0.30 0.30 .806E+03 2.2 2.49 0.40 0.40 .119E+04 3.7 2.91 0.50 0.50 .162E+04 5.8 3.29 0.60 0.60 .211E+04 8.3 3.63 0.70 0.70 .266E+04 11.3 3.95 0.80 0.80 .326E+04 15.0 4.25 0.90 0.90 .392E+04 19.2 4.54 1.00 1.00 .463E+04 24.1 4.81 1.11 1.11 .552E+04 31.6 5.31 1.22 1.22 .655E+04 40.1 5.67 1.33 1.33 .772E+04 49.5 5.95 1.44 1.44 .902E+04 59.9 6.15 1.56 1.56 .105E+05 71.3 6.31 1.67 1.67 .120E+05 83.7 6.44 1.78 1.78 .138E+05 97.1 6.54 1.89 1.89 .156E+05 111.6 6.62 2.00 2.00 .176E+05 127.2 6.69 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 54139) OUTFLOW: ID= 1 ( 54534) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 24.68 4.32 12.25 84.02 24.68 4.17 12.33 84.02 > TRAV.TIME (min) 11.59 7.77 6.20 5.30 4.70 4.25 3.91 3.63 3.40 3.21 2.91 2.72 2.60 2.51 2.45 2.40 2.36 2.33 2.31 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.43 3.01 0.42 2.99 CALIB NASHYD ( 54139) ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 3.308 24.68 Curve Number (CN)= 83.0 6.81 # of Linear Res.(N)= 3.00 0.28 1 ADD HYD ( 54928)1 1 1+ 2= 3 I ID1= 1 ( 54534): + IN= 2 ( 54535): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 24.68 4.172 12.33 84.02 140.56 13.258 12.67 78.27 ID = 3 ( 54928): 165.24 16.162 12.50 79.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54533)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .346E+02 0.2 1.06 2.37 0.20 0.20 .783E+02 0.8 1.58 1.59 0.30 0.30 .131E+03 1.7 1.98 1.27 0.40 0.40 .193E+03 3.0 2.31 1.08 0.50 0.50 .264E+03 4.6 2.61 0.96 0.60 0.60 .343E+03 6.6 2.89 0.87 0.70 0.70 .432E+03 9.0 3.14 0.80 0.80 0.80 .530E+03 11.9 3.38 0.74 0.90 0.90 .637E+03 15.3 3.61 0.70 1.00 1.00 .753E+03 19.1 3.83 0.66 1.11 1.11 .898E+03 25.2 4.22 0.60 1.22 1.22 .107E+04 31.9 4.51 0.56 1.33 1.33 .126E+04 39.4 4.73 0.53 1.44 1.44 .147E+04 47.7 4.89 0.51 1.56 1.56 .170E+04 56.7 5.02 0.50 1.67 1.67 .196E+04 66.6 5.12 0.49 1.78 1.78 .224E+04 77.2 5.20 0.48 1.89 1.89 .254E+04 88.7 5.27 0.48 2.00 2.00 .286E+04 101.1 5.32 0.47 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54928) 165.24 16.16 12.50 79.13 0.92 3.66 OUTFLOW: ID= 1 ( 54533) 165.24 16.16 12.50 79.13 0.92 3.66 CALIB NASHYD ( 54138) Area (ha)= 33.58 curve Number (CN)= 77.0 ID= 1 DT= 5.0 min Ia (mm)= 7.57 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms)= 3.563 PEAK FLOW (cms)= 4.294 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 73.190 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.575 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. Unit Hyd Qpeak (cros)= 6.361 PEAK FLOW (cms)= 9.240 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 84.136 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.661 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54538)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .377E+03 0.3 1.23 22.15 0.20 0.20 .852E+03 1.0 1.84 14.85 0.30 0.30 .143E+04 2.0 2.30 11.85 0.40 0.40 .210E+04 3.5 2.70 10.13 0.50 0.50 .287E+04 5.3 3.04 8.97 0.60 0.60 .374E+04 7.7 3.36 8.12 0.70 0.70 .470E+04 10.5 3.66 7.47 0.80 0.80 .577E+04 13.9 3.94 6.94 0.90 0.90 .693E+04 17.8 4.20 6.50 1.00 1.00 .819E+04 22.3 4.46 6.13 1.11 1.11 .977E+04 29.3 4.91 5.56 1.22 1.22 .116E+05 37.1 5.25 5.20 1.33 1.33 .137E+05 45.9 5.50 4.96 1.44 1.44 .160E+05 55.5 5.70 4.79 1.56 1.56 .185E+05 66.0 5.84 4.67 1.67 1.67 .213E+05 77.5 5.96 4.58 1.78 1.78 .243E+05 89.9 6.06 4.51 1.89 1.89 .276E+05 103.3 6.13 4.45 2.00 2.00 .311E+05 117.7 6.20 4.41 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54143) 68.12 9.24 12.33 84.14 0.66 3.52 OUTFLOW: ID= 1 ( 54538) 68.12 8.80 12.50 84.13 0.64 3.47 1 ADD HYD ( 54927)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) ID1= 1 ( 54138): 33.58 294) 12.33cms rs) 73.19) + 1D2= 2 ( 54533): 165.24 16.162 12.50 79.13 ID = 3 ( 54927): 198.82 19.880 12.50 78.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54532)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 6.00 9.00 11.00 14.00 20.00 2.00 0.1000 1.00 0.1000 /0.0350 Main Channel 0.00 0.0350 Main Channel 0.00 0.0350 Main channel 1.00 0.0350 /0.1000 Main Channel 2.00 0.1000 > < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .247E+03 0.2 0.96 18.55 0.20 0.20 .558E+03 0.7 1.44 12.43 0.30 0.30 .934E+03 1.6 1.80 9.92 0.40 0.40 .137E+04 2.7 2.11 8.48 0.50 0.50 .188E+04 4.2 2.38 7.51 0.60 0.60 .245E+04 6.0 2.63 6.80 0.70 0.70 .308E+04 8.2 2.86 6.25 0.80 0.80 .378E+04 10.8 3.08 5.81 0.90 0.90 .454E+04 13.9 3.29 5.44 1.00 1.00 .537E+04 17.4 3.49 5.13 1.11 1.11 .640E+04 22.9 3.84 4.65 1.22 1.22 .759E+04 29.1 4.11 4.35 1.33 1.33 .895E+04 35.9 4.31 4.15 1.44 1.44 .105E+05 43.4 4.46 4.01 1.56 1.56 .121E+05 51.7 4.57 3.91 1.67 1.67 .140E+05 60.7 4.67 3.83 1.78 1.78 .159E+05 70.4 4.74 3.78 1.89 1.89 .181E+05 80.9 4.80 3.73 2.00 2.00 .204E+05 92.2 4.85 3.69 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54927) 198.82 19.88 12.50 78.13 1.05 3.64 OUTFLOW: ID= 1 ( 54532) 198.82 19.80 12,50 78.13 1.05 3.63 1 CALIB 1 NASHYD ( 54143) Area (ha)= 68.12 Curve Number (CN) 83.0 110= 1 DT= 5.0 min Ia (mm)= 6.72 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.41 PEAK FLOW (cms)= 7.473 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 80.151 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.630 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54930)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54142): 67.59 7.473 12.42 80.15 + 1D2= 2 ( 54538): 68.12 8.803 12.50 84.13 ID = 3 ( 54930): 135.71 16.275 12.50 82.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54537)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .126E+03 0.2 0.91 10.04 0.20 0.20 .285E+03 0.7 1.36 6.73 0.30 0.30 .477E+03 1.5 1.70 5.37 0.40 0.40 .702E+03 2.5 1.99 4.59 0.50 0.50 .960E+03 3.9 2.25 4.07 0.60 0.60 .125E+04 5.7 2.48 3.68 0.70 0.70 .158E+04 7.8 2.70 3.39 0.80 0.80 .193E+04 10.2 2.91 3.15 0.90 0.90 .232E+04 13.1 3.10 2.95 1.00 1.00 .274E+04 16.5 3.29 2.78 1.11 1.11 .327E+04 21.6 3.63 2.52 1.22 1.22 .388E+04 27.4 3.88 2.36 1.33 1.33 .457E+04 33.9 4.07 2.25 1.44 1.44 .535E+04 41.0 4.21 2.17 1.56 1.56 .620E+04 48.8 4.32 2.12 1.67 1.67 .713E+04 57.3 4.40 2.08 1.78 1.78 .815E+04 66.4 4.47 2.04 1.89 1.89 .925E+04 76.3 4.53 2.02 2.00 2.00 .104E+05 87.0 4.58 2.00 CALIB 1 NASHYD ( 54142)1 Area (ha)= 67.59 Curve Number (CN)= 81.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.24 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.50 Unit Hyd Qpeak (cms)= 5.143 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54930) 135.71 16.27 12.50 82.15 0.99 3.28 OUTFLOW: ID= 1 ( 54537) 135.71 16.34 12.50 82.15 1.00 3.28 1 CALIB NASHYD ( 54166)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 23.01 curve Number (cN)= 73.0 8.51 # of Linear Res.(N)= 3.00 0.70 1.89 2.00 1.89 .130E+05 72.2 4.28 2.00 .147E+05 82.2 4.33 AREA (ha) 158.72 158.72 <---- hydrograph ----> QPEAK TPEAK R.V.. (cms) (hrs) (mm) 17.87 12.50 79.85 17.79 12.58 79.85 3.01 2.98 <-pipe / channel-> MAX DEPTH MAX VEL 1.05 (3.25 1.05 3.25 Unit Hyd Qpeak (cms)= 1.254 PEAK FLOW (cros)= 1.625 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 66.247 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.521 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54929)1 1 + 2 = 3 ID1= 1 ( 54166): + ID2= 2 ( 54537): AREA QPEAK TPEAK R.V. (ha) (cros) (hrs) (mm) 23.01 1.625 12.67 66.25 135.71 16.340 12.50 82.15 ID = 3 ( 54929): 158.72 17.868 12.50 79.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54536)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 2.00 6.00 1.00 9.00 0.00 11.00 0.00 14.00 1.00 20.00 2.00 ( 1.1) Manning 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 TRAVEL TIME TABLE DEPTH ELEV (m) (m) (cu.m.) 0.10 0.10 .178E+03 0.20 0.20 .402E+03 0.30 0.30 .673E+03 0.40 0.40 .989E+03 0.50 0.50 .135E+04 0.60 0.60 .176E+04 0.70 0.70 .222E+04 0.80 0.80 .272E+04 0.90 0.90 .327E+04 1.00 1.00 .387E+04 1.11 1.11 .461E+04 1.22 1.22 .547E+04 1.33 1.33 .644E+04 1.44 1.44 .753E+04 1.56 1.56 .873E+04 1.67 1.67 .100E+05 1.78 1.78 .115E+05 Main Channel Main Channel Main Channel Main Channel VOLUME FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 0.2 0.86 14.97 0.7 1.28 10.03 1.4 1.61 8.01 2.4 1.88 6.85 3.7 2.13 6.06 5.4 2.35 5.49 7.3 2.55 5.05 9.7 2.75 4.69 12.4 2.93 4.39 15.6 3.11 4.14 20.5 3.43 3.76 25.9 3.67 3.51 32.0 3.84 3.35 38.7 3.98 3.24 46.1 4.08 3.16 54.1 4.16 3.10 62.8 4.23 3.05 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 INFLOW : ID= OUTFLOW: ID= 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 .237E+03 .536E+03 .897E+03 .132E+04 .180E+04 .235E+04 .296E+04 .363E+04 .436E+04 .515E+04 .615E+04 .729E+04 .859E+04 .100E+05 .116E+05 .134E+05 .153E+05 .174E+05 .196E+05 0.1 0.50 34.15 0.4 0.75 22.88 0.8 0.94 18.27 1.4 1.10 15.61 2.2 1.24 13.83 3.1 1.37 12.52 4.3 1.49 11.51 5.7 1.61 10.69 7.3 1.72 10.02 9.1 1.82 9.44 12.0 2.01 8.57 15.2 2.14 8.02 18.7 2.25 7.65 22.7 2.33 7.39 27.0 2.39 7.20 31.6 2.43 7.06 36.7 2.47 6.95 42.2 2.50 6.86 48.1 2.53 6.79 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 54926) 406.07 41.48 12.58 77.66 1.87 2.50 1 ( 54558) 406.07 40.17 12.67 77.66 1.85 2.49 CALIB 1 NASHYD ( 54131)1 ID= 1 DT= 5.0 min 1 Area (ha) - la (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.298 PEAK FLOW (cros)= 0.255 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 46.647 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.367 5.01 Curve Number (CN)= 56.0 4.61 # of Linear Res.(N)= 3.00 0.64 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54134)1 ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 60.31 Curve Number (CN)= 82.0 6.91 # of Linear Res.(N)= 3.00 0.73 Unit Hyd Qpeak (cms)- 3.169 PEAK FLOW (cms)- 5.234 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 82.191 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.646 INFLOW : ID= 2 ( 54929) OUTFLOW: ID= 1 ( 54536) ADD HYD ( 54926)1 1 + 2 = 3 ID1= 1 ( 54136): + ID2= 2 ( 54137): AREA (ha) 41.31 7.23 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.628 12.58 72.26 0.358 12.75 47.73 ID = 3 ( 54926): 48.54 3.979 12.58 68.60 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54926)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 54926): 48.54 (cms)979 12.58) 68.60 + ID2= 2 ( 54532): 198.82 19.801 12.50 78.13 ID = 1 ( 54926): 247.36 23.735 12.50 76.26 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54926)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 54926): 247.36 23.735) 12.50 76.26) + ID2= 2 ( 54536): 158.72 17.790 12.58 79.85 ID = 3 ( 54926): 406.07 41.477 12.58 77.66 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54558)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH ELEV (m) (m) TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) Main Channel Main Channel Main Channel Main Channel > VELOCITY TRAV.TIME (m/s) (min) ROUTE CHN( 54531)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .109E+03 0.2 0.65 0.20 0.20 .246E+03 0.5 0.98 0.30 0.30 .412E+03 1.1 1.22 0.40 0.40 .607E+03 1.8 1.43 0.50 0.50 .830E+03 2.8 1.61 0.60 0.60 .108E+04 4.1 1.78 0.70 0.70 .136E+04 5.6 1.94 0.80 0.80 .167E+04 7.3 2.09 0.90 0.90 .201E+04 9.4 2.23 1.00 1.00 .237E+04 11.8 2.36 1.11 1.11 .283E+04 15.5 2.61 1.22 1.22 .335E+04 19.7 2.78 1.33 1.33 .395E+04 24.3 2.92 1.44 1.44 .462E+04 29.4 3.02 1.56 1.56 .535E+04 35.0 3.10 1.67 1.67 .616E+04 41.1 3.16 1.78 1.78 .704E+04 47.7 3.21 1.89 1.89 .799E+04 54.8 3.25 2.00 2.00 .901E+04 62.4 3.29 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 54134) 60.31 5.23 12.75 82.19 OUTFLOW: ID= 1 ( 54531) 60.31 5.23 12.75 82.19 TRAV.TIME (min) 12.09 8.10 6.47 5.53 4.89 4.43 4.07 3.78 3.55 3.34 3.03 2.84 2.71 2.61 2.55 2.50 2.46 2.43 2.40 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.68 1.90 0.68 1.90 1 CALIB 1 1 NASHYD ( 54133)1 110= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 53.40 curve Number (CN)= 7.64 # of Linear Res.(N)= 0.80 Unit Hyd Qpeak (cms)= 2.537 PEAK FLOW (cms)- 3.888 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 74.761 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.588 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 78.0 3.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 54530)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 RUNOFF COEFFICIENT = 0.99 0.67 0.73 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .111E+03 0.1 0.60 13.32 0.20 0.20 .251E+03 0.5 0.90 8.93 0.30 0.30 .420E+03 1.0 1.13 7.13 0.40 0.40 .617E+03 1.7 1.32 6.09 0.50 0.50 .844E+03 2.6 1.49 5.40 0.60 0.60 .110E+04 3.8 1.65 4.89 0.70 0.70 .138E+04 5.1 1.79 4.49 0.80 0.80 .170E+04 6.8 1.93 4.17 0.90 0.90 .204E+04 8.7 2.06 3.91 1.00 1.00 .241E+04 10.9 2.18 3.69 1.11 1.11 .288E+04 14.3 2.40 3.34 1.22 1.22 .341E+04 18.2 2.57 3.13 1.33 1.33 .402E+04 22.5 2.69 2.98 1.44 1.44 .470E+04 27.2 2.79 2.88 1.56 1.56 .545E+04 32.3 2.86 2.81 1.67 1.67 .627E+04 37.9 2.92 2.76 1.78 1.78 .716E+04 44.0 2.96 2.71 1.89 1.89 .813E+04 50.6 3.00 2.68 2.00 2.00 .916E+04 57.6 3.03 2.65 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54133) 53.40 3.89 12.83 74.76 0.61 1.66 OUTFLOW: ID= 1 ( 54530) 53.40 3.87 12.83 74.76 0.61 1.66 CALIB STANDHYD ( 54162) Area (ha)= 3.75 ID= 1 DT= 5.0 min 1 Total Imp(%)= 66.66 Dir. Conn.(%)= 18.12 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.50 1.25 Dep. Storage (mm)= 1.00 1.50 Average Slope (%)= 1.00 2.00 Length (m)= 158.11 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= 155.69 299.95 5.00 10.00 2.82 (ii) 7.37 (ii) 5.00 10.00 0.28 0.13 0.29 12.08 126.20 127.20 0.84 12.08 85.54 127.20 *TOTALS* 1.132 (iii) 12.08 92.91 127.20 1 ROUTE CHN(. 54529)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .221E+03 0.1 0.42 38.12 0.20 0.20 .499E+03 0.3 0.63 25.55 0.30 0.30 .834E+03 0.7 0.78 20.40 0.40 0.40 .123E+04 1.2 0.92 17.43 0.50 0.50 .168E+04 1.8 1.03 15.44 0.60 0.60 .219E+04 2.6 1.14 13.98 0.70 0.70 .275E+04 3.6 1.24 12.85 0.80 0.80 .337E+04 4.7 1.34 11.94 0.90 0.90 .406E+04 6.0 1.43 11.18 1.00 1.00 .479E+04 7.6 1.52 10.54 1.11 1.11 .572E+04 10.0 1.67 9.57 1.22 1.22 .678E+04 12.6 1.79 8.95 1.33 1.33 .799E+04 15.6 1.87 8.54 1.44 1.44 .934E+04 18.9 1.94 8.25 1.56 1.56 .108E+05 22.5 1.99 8.04 1.67 1.67 .125E+05 26.4 2.03 7.88 1.78 1.78 .142E+05 30.6 2.06 7.76 1.89 1.89 .162E+05 35.1 2.09 7.66 2.00 2.00 .182E+05 40.0 2.11 7.58 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54925) 117.46 9.35 12.83 79.16 1.08 1.63 OUTFLOW: ID= 1 ( 54529) 117.46 9.16 12.92 79.15 1.07 1.61 1 CALIB NASHYD ( 54132)1 Area (ha)= 61.81 Curve Number (CN)= 61.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.33 Unit Hyd Qpeak (cms)= 1.774 PEAK FLOW (cms)= 2.017 (i) TIME TO PEAK (hrs)= 13.417 RUNOFF VOLUME (mm)= 51.093 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.402 ***** ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20%.. YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 63.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. RESERVOIR( 54405)1 IN= 2---> OUT= 1 II DT= 5.0 min OVERFLOW I5 OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.2077 0.0105 0.0213 0.0004 0.2198 0.0126 0.0425 0.0009 0.2313 0.0150 0.0835 0.0016 0.2422 0.0178 0.1102 0.0023 0.2626 0.0255 0.1316 0.0033 0.2816 0.0369 0.1499 0.0043 0.2907 0.0446 0.1663 0.0056 0.4612 0.0538 0.1811 0.0070 0.7654 0.0660 0.1949 0.0087 0.9515 0.0738 INFLOW : ID= 2 ( 54162) OUTFLOW: ID= 1 ( 54405) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 3.750 1.132 12.08 92.91 3.750 0.693 12.17 92.91 PEAK FLOW REDUCTION [Qout/Qin](%)= 61.24 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)= 0.0654 1 ADD HYD ( 54925)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 54405): 3.75 0.693) 12.17) 92.91) + 102= 2 ( 54530): 53.40 3.874 12.83 74.76 ID = 3 ( 54925): 57.15 4.144 12.83 75.95 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54925)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 54925): 57.15 4.144 12.83 75.95 + ID2= 2 ( 54531): 60.31 5.230 12.75 82.19 ID = 1 ( 54925): 117.46 9.345 12.83 79.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54131): 5.01 0.255 12.67 46.65 + ID2= 2 ( 54132): 61.81 2.017 13.42 51.09 ID = 3 ( 54924): 66.82 2.173 13.33 50.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54924)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 54924): 66.82 2.173 13.33 50.76 + ID2= 2 ( 54529): 117.46 9.162 12.92 79.15 ID = 1 ( 54924): 184.28 11.176 13.00 68.86 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54528)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .329E+02 0.2 0.82 2.91 0.20 0.20 .745E+02 0.6 1.22 1.95 0.30 0.30 .125E+03 1.3 1.53 1.56 0.40 0.40 .183E+03 2.3 1.79 1.33 0.50 0.50 .251E+03 3.5 2.02 1.18 0.60 0.60 .327E+03 5.1 2.23 1.07 0.70 0.70 .411E+03 7.0 2.43 0.98 0.80 0.80 .504E+03 9.2 2.62 0.91 0.90 0.90 .606E+03 11.8 2.79 0.86 1.00 1.00 .716E+03 14.8 2.96 0.81 1.11 1.11 .854E+03 19.5 3.26 0.73 1.22 1.22 .101E+04 24.7 3.49 0.68 1.33 1.33 .119E+04 30.5 3.66 0.65 1.44 1.44 .140E+04 36.9 3.79 0.63 1.56 1.56 .162E+04 43.9 3.88 0.61 1.67 1.67 .186E+04 51.5 3.96 0.60 1.78 1.78 .213E+04 59.8 4.02 0.59 1.89 1.89 .241E+04 68.7 4.08 0.59 2.00 2.00 .272E+04 78.3 4.12 0.58 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54924)1 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54924) 184.28 11.18 13.00 68.86 0.88 2.75 OUTFLOW: ID= 1 ( 54528) 184.28 11.18 13.00 68.86 0.87 2.75 CALIB 1 NASHYD ( 54135) Area (ha)= 20.20 curve Number (cN)= 59.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.61 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.09 Unit Hyd Qpeak (cms)= 0.708 PEAK FLOW (cms)- 0.713 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 47.657 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.375 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 54923)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cros) (hrs) (mm) ID1= 1 ( 54135): 20.20 0.713 13.17 47.66 + 102= 2 ( 54528): 184.28 11.184 13,00 68.86 ID = 3 ( 54923): 204.48 11.885 13.00 66.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54923)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 54923): 204.48 11.885) 13.00cms rs) 66.76) + 102= 2 ( 54558): 406.07 40.166 12.67 77.66 ID = 1 ( 54923): 610.56 50.748 12.75 74.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54527)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.35 0.0600 6.14 198.28 0.0600 28.71 196.17 0.0600 45.62 195.96 0.0600 45.90 195.95 0.0600 59.88 196.71 0.0600 63.11 197.04 0.0600 70.63 196.73 0.0600 74.48 194.82 0.0600 /0.0350 Main channel 75.88 194.32 0.0350 Main Channel 78.01 194.47 0.0350 Main Channel 79.03 194.74 0.0350 /0.0600 Main channel 79.95 194.92 0.0600 81.84 194.96 0.0600 82.85 195.11 0.0600 34.90 192.90 0.0350 37.32 193.20 0.0350 /0.0800 42.43 193.86 0.0800 52.03 193.76 0.0800 52.67 193.68 0.0800 53.76 193.79 0.0800 71.89 193.95 0.0800 82.92 193.85 0.0800 85.93 193.97 0.0800 87.36 194.10 0.0800 92.94 195.08 0.0800 93.48 195.08 0.0800 Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 192.82 .290E+02 0.0 0.13 21.63 0.25 192.95 .878E+02 0.1 0.20 13.51 0.37 193.07 .174E+03 0.3 0.26 10.75 0.50 193.20 .288E+03 0.5 0.30 9.07 0.63 193.32 .430E+03 1.0 0.38 7.27 0.75 193.45 .597E+03 1.6 0.43 6.37 0.88 193.57 .795E+03 2.3 0.47 5.85 1.00 193.70 .104E+04 3.1 0.49 5.60 1.13 193.82 .142E+04 4.0 0.47 5.91 1.25 193.95 .237E+04 5.4 0.37 7.37 1.38 194.08 .374E+04 7.6 0.33 8.22 1.51 194.20 .519E+04 10.4 0.33 8.29 1.63 194.33 .669E+04 13.9 0.34 8.02 1.76 194.45 .822E+04 17.9 0.36 7.66 1.88 194.58 .980E+04 22.4 0.38 7.30 2.01 194.71 .114E+05 27.4 0.40 6.95 2.14 194.83 .131E+05 32.8 0.41 6.63 2.26 194.96 .147E+05 38.7 0.43 6.35 2.39 195.08 .165E+05 45.0 0.45 6.10 *"x" WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54922) 622.15 50.62 12.83 73.64 2.38 0.45 OUTFLOW: ID= 1 ( 54526) 622.15 50.06 12.92 73.64 2.39 0.45 ""°" WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB NASHYD ( 54119) Area (ha)= 2.52 Curve Number (CN)= 54.0 ID= 1 DT= 5.0 min Ia (mm)= 4.88 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.64 Unit Hyd Qpeak (cms)= 0.149 PEAK FLOW (cms)- 0.120 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 44.175 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.347 87.06 101.21 104.33 135.13 152.48 196.18 196.26 196.07 198.27 198.49 0.0600 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.21 194.53 .153E+03 0.2 0.62 11.67 0.42 194.74 .484E+03 1.1 1.02 7.06 0.63 194.95 .964E+03 3.1 1.40 5.14 0.85 195.16 .174E+04 6.4 1.58 4.57 1.06 195.38 .265E+04 10.8 1.77 4.08 1.27 195.59 .368E+04 16.5 1.94 3.72 1.48 195.80 .482E+04 23.4 2.09 3.44 1.70 196.01 .616E+04 30.8 2.17 3.33 1.91 196.23 .919E+04 37.7 1.77 4.07 2.12 196.44 .149E+05 55.6 1.62 4,46 2.33 196.65 .215E+05 81.2 1.63 4,41 2.55 196.86 .290E+05 113.0 1.68 4.28 2.76 197.08 .377E+05 152.6 1.75 4.12 2.97 197.29 .471E+05 202.9 1.86 3.87 3.19 197.50 .570E+05 260.9 1.98 3.64 3.40 197.71 .673E+05 326.4 2.10 3.44 3.61 197.93 .781E+05 399.5 2.21 3.26 3.82 198.14 .894E+05 480.3 2.32 3.10 4.04 198.35 .101E+06 545.8 2.33 3.10 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54923) 610.56 50.75 12.75 74.01 2.06 1.66 OUTFLOW: ID= 1 ( 54527) 610.56 49.95 12.83 74.01 2.05 1.67 1 ADD HYD ( 54922)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 54130): 11.60 (cms)735 12.58) 54.40 + ID2= 2 ( 54527): 610.56 49.946 12.83 74.01 ID = 3 ( 54922): 622.15 50.622 12.83 73.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54526)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 196.13 0.0800 16.89 194.18 0.0800 29.88 193.60 0.0800 30.77 193.38 0.0800 31.09 193.20 0.0800 /0.0350 Main channel 32.20 192.83 0.0350 Main Channel 32.92 192.70 0.0350 Main Channel 34.34 192.77 0.0350 Main channel 1 CALIB 1 NASHYD ( 54112) Area (ha)= 5.14 Curve Number (CN)= 54.0 11D= 1 DT= 5.0 min Ia (mm)= 6.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.82 Unit Hyd Qpeak (cms)- 0.239 PEAK FLOW (cms)= 0.203 (l) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 43.485 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.342 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54508)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .494E+02 0.1 0.63 5.69 0.20 0.20 .112E+03 0.5 0.94 3.81 0.30 0.30 .187E+03 1.0 1.18 3.04 0.40 0.40 .275E+03 1.8 1.38 2.60 0.50 0.50 .376E+03 2.7 1.55 2.30 0.60 0.60 .489E+03 3.9 1.72 2.09 0.70 0.70 .616E+03 5.4 1.87 1.92 0.80 0.80 .756E+03 7.1 2.01 1.78 0.90 0.90 .908E+03 9.1 2.14 1.67 1.00 1.00 .107E+04 11.4 2.27 1.57 1.11 1.11 .128E+04 14.9 2.51 1.43 1.22 1.22 .152E+04 19.0 2.68 1.34 1.33 1.33 .179E+04 23.4 2.81 1.27 1.44 1,44 .209E+04 28.3 2.91 1,23 1.56 1.56 .243E+04 33.7 2.98 1.20 1.67 1.67 .279E+04 39.5 3.04 1.18 1.78 1.78 .319E+04 45.9 3.09 1.16 1.89 1.89 .362E+04 52.7 3.13 1.14 2.00 2.00 .408E+04 60.1 3.16 1.13 INFLOW : ID= 2 ( 54112) OUTFLOW: ID= 1 ( 54508) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 5.14 0.20 12.83 43.48 0.12 0.67 5.14 0.20 12.92 43.48 0.12 0.67 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB STANDHYD ( 54111)1 Area (ha)= 5.14 ID= 1 DT= 5.0 min 1 Total Imp(%)= 56.60 Dir. Conn.(%)= 48.00 ID = 3 ( 54910): 7.66 0.419 12.33 66.20 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.91 2.23 Dep. Storage (mm)= 2.00 7.76 Average Slope (%)= 1.00 2.00 Length (m)= 185.18 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min). Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME <mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 57.72 5.00 15.00 3.10 (ii) 11.89 (ii) 5.00 15.00 0.27 0.09 1.06 12.08 125.20 127.20 0.98 0.21 12.17 33.22 127.20 0.26 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 40.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.240 (iii) 12.08 77.37 127.20 0.61 RESERVOIR( 54401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) INFLOW : ID= 2 ( 54111) OUTFLOW: ID= 1 ( 54401) 0.0000 0.0000 0.0232 0.1123 0.0012 0.0094 0.0245 0.1283 0.0048 0.0196 0.0251 0.1365 0.0062 0.0306 0.0396 0.1535 0.0153 0.0424 0.1045 0.1711 0.0172 0.0549 0.2518 0.1893 0.0189 0.0682 0.5002 0.2083 0.0204 0.0822 0.8664 0.2279 0.0219 0.0969 1.3654 0.2482 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.144 1.240 12.08 77.37 5.144 0.321 12.33 76.98 PEAK FLOW REDUCTION [Qout/Qin](20= 25.90 TIME SHIFT OF PEAK FLOW (min)= 15.00 MAXIMUM STORAGE USED (ha.m.)= 0.1952 1 ADD HYD ( 54910)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 54119): (ha)5 (cms)12 12.67) 44.17) + ID2= 2 ( 54401): 5.14 0.321 12.33 76.98 Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.013 0.250 155.69 76.64 5.00 15.00 2.48 (ii) 10.33 (ii) 5.00 15.00 0.29 0.09 0.33 12.08 125.20 127.20 0.98 0.19 12.17 42.54 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 47.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.489 (iii) 12.08 68.25 127.20 0.54 ROUTEPIPE( 54603)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)= 450.00 DT= 5.0 min Length (m)= 29.63 Slope (m/m)= 0.007 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 587.76 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.49 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.03 .162E+00 0.0 0.48 1.03 0.06 .451E+00 0.0 0.75 0.66 0.09 .814E+00 0.0 0.96 0.51 0.12 .123E+01 0.0 1.14 0.43 0.15 .169E+01 0.1 1.30 0.38 0.19 .218E+01 0.1 1.44 0.34 0.22 .269E+01 0.1 1.56 0.32 0.25 .321E+01 0.2 1.67 0.30 0.28 .375E+01 0.2 1.76 0.28 0.31 .429E+01 0.3 1.84 0.27 0.34 .482E+01 0.3 1.91 0.26 0.37 .535E+01 0.4 1.97 0.25 0.40 .586E+01 0.4 2.01 0.25 0.43 .635E+01 0.4 2.04 0.24 0.46 .681E+01 0.5 2.06 0.24 0.49 .722E+01 0.5 2.05 0.24 0.53 .759E+01 0.5 2.03 0.24 0.56 .788E+01 0.5 1.98 0.25 0.59 .804E+01 0.5 1.81 0.27 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54109) 2.46 0.49 12.08 68.25 0.48 2.06 OUTFLOW: ID= 1 ( 54603) 2.46 0.47 12.08 68.25 0.47 2.06 1 ADD HYD ( 54910)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 54910): (ha)6 (cms)419 12.33) 66.20 + 102= 2 ( 54508): 5.14 0.201 12.92 43.48 ID = 1 ( 54910): 12.80 0.547 12.50 57.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 54605)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 675.00 Length (m)= 450.22 Slope (m/m)= 0.009 Manning n = 0.013 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.04 .325E+01 0.0 0.59 12.67 0.07 .904E+01 0.0 0.92 8.12 0.11 .163E+02 0.0 1.19 6.31 0.14 .247E+02 0.1 1.41 5.31 0.18 .339E+02 0.1 1.61 4.66 0.21 .436E+02 0.2 1.78 4.22 0.25 .539E+02 0.2 1.93 3.89 0.28 .644E+02 0.3 2.06 3.64 0.32 .752E+02 0.4 2.18 3.44 0.36 .860E+02 0.4 2.28 3.29 0.39 .967E+02 0.5 2.36 3.18 0.43 .107E+03 0.6 2.43 3.09 0.46 .117E+03 0.6 2.48 3.02 0.50 .127E+03 0.7 2.52 2.98 0.53 .136E+03 0.8 2.54 2.95 0.57 .145E+03 0.8 2.54 2.96 0.60 .152E+03 0.8 2.51 2.99 0.64 .158E+03 0.9 2.45 3.07 0.68 .161E+03 0.8 2.23 3.36 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54910) 12.80 0.55 12.50 57.08 0.41 2.40 OUTFLOW: ID= 1 ( 54605) 12.80 0.55 12.58 57.08 0.41 2.40 1 CALIB ND 1 STANDHYD ( 54109) Area (ha)= 2.46 ID= 1 DT= 5.0 min Total Imp(%)= 44.40 Dir. Conn.(%)= 31.10 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.09 1.37 Dep. Storage (mm)= 2.00 5.59 Average Slope (%)= 1.00 2.00 Length (m)= 128.08 40.00 1 CALIB 1 STANDHYD ( 54110) Area (ha)= 7.80 110= 1 DT= 5.0 min Total Imp(%)= 21.00 Dir. Conn.(%)= 16.00 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.64 6.16 Dep. Storage (mm)= 2.00 5.64 Average Slope (%)= 1.00 2.00 Length (m)= 228.05 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 56.95 5.00 15.00 3.51 (ii) 12.35 (ii) 5.00 15.00 0.26 0.08 PEAK FLOW (cms)= 0.53 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.57 12.17 36.93 127.20 0.29 • •• * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *••*** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.017 (iii) 12.08 51.05 127.20 0.40 1 ROUTEPIPE( 54604)1 PIPE Number = 1.00 1 IN= 2---> OUT= 1 1 Diameter (mm)= 375.00 1 DT= 5.0 min 1 Length (m)= 227.82 slope (m/m)= 0.011 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 712.00 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.02 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.04 .183E+01 0.0 0.68 5.60 0.07 .509E+01 0.0 1.06 3.59 0.11 .919E+01 0.1 1.36 2.79 0.15 .139E+02 0.1 1.62 2.34 0.19 .191E+02 0.2 1.84 2.06 0.22 .246E+02 0.2 2.04 1.86 0.26 .303E+02 0.3 2.21 1.72 0.30 .363E+02 0.4 2.36 1.61 0.34 .423E+02 0.5 2.50 1.52 0.37 .484E+02 0.6 2.61 1.46 0.41 .544E+02 0.6 2.71 1.40 0.45 .604E+02 0.7 2.79 1.36 0.49 .661E+02 0.8 2.85 1.33 0.52 .716E+02 0.9 2.89 1.31 0.56 0.60 0.64 0.67 0.71 .768E+02 .815E+02 .856E+02 .889E+02 .907E+02 1.0 1.0 1.1 1.1 1.0 2.91 2.91 2.88 2.80 1.30 1.31 1.32 1.35 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54110) 7.80 1.02 12.08 51.05 0.58 2.91 OUTFLOW: ID= 1 ( 54604) 7.80 0.96 12.08 51.05 0.55 2.90 ADD HYD ( 54909)1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 1 ( 54603): 2.46 0.472) 12.08) 68.25) + ID2= 2 ( 54604): 7.80 0.960 12.08 51.05 ID = 3 ( 54909): 10.26 1.432 12.08 55.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 54602)1 PIPE Number - 1.00 IN= 2---> OUT= 1 Diameter (mm)= 750.00 DT= 5.0 min I Length (m)= 465.71 Slope (m/m)= 0.005 Manning n = 0.013 WARNING: MINIMUM PIPE SIZE REQUIRED = 938.73 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.43 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.05 .650E+01 0.0 0.55 14.11 0.10 .181E+02 0.0 0.86 9.04 0.15 .327E+02 0.1 1.10 7.03 0.20 .494E+02 0.1 1.31 5.91 0.25 .677E+02 0.2 1.49 5.20 0.30 .873E+02 0.3 1.65 4.70 0.35 .108E+03 0.4 1.79 4.33 0.40 .129E+03 0.5 1.92 4.05 0.44 .150E+03 0.7 2.02 3.84 0.49 .172E+03 0.8 2.12 3.67 0.54 .193E+03 0.9 2.19 3.54 0.59 .215E+03 1.0 2.26 3.44 0.64 .235E+03 1.2 2.31 3.36 0.69 .255E+03 1.3 2.34 3.32 0.74 .273E+03 1.4 2.36 3.29 0.79 .290E+03 1.5 2.36 3.29 0.84 .304E+03 1.5 2.33 3.33 0.89 .316E+03 1.5 2.27 3.42 0.94 .322E+03 1.4 2.07 3.75 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54909) 10.26 1.43 12.08 55.17 0.77 2.36 OUTFLOW: ID= 1 ( 54602) 10.26 1.33 12.08 55.17 0.72 2.35 RUNOFF VOLUME (mm)= 49.873 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.392 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54128) Area (ha)= 44.39 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 7.06 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.60 Unit Hyd Qpeak (cms)- 2.826 PEAK FLOW (cms). 4.132 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 76.912 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.605 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54129) ID= 1 DT= 5.0 min 1 Area (ha)= 86.56 curve Number (CN)= 82.0 Ia (mm)= 6.78 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.67 Unit Hyd Qpeak (cms). 4.972 PEAK FLOW (cms)= 8.038 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 82.308 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.647 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54525)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .399E+03 0.2 0.99 29.22 0.20 0.20 .903E+03 0.8 1.48 19.58 0.30 0.30 .151E+04 1.6 1.85 15.63 0.40 0.40 .222E+04 2.8 2.17 13.36 0.50 0.50 .304E+04 4.3 2.45 11.83 0.60 0.60 .396E+04 6.2 2.70 10.71 0.70 0.70 .498E+04 8.4 2.94 9.85 1 ADD HYD ( 54908)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 54602): 10.26 1.331) 12.08) 55.17) + ID2= 2 ( 54605): 12.80 0.547 12.58 57.08 ID = 3 ( 54908): 23.06 1.559 12.17 56.23 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 54601)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)=1000.00 Length (m)= 422.90 Slope (m/m)= 0.005 Manning n = 0.013 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.05 .670E+01 0.0 0.57 12.29 0.11 .186E+02 0.0 0.90 7.87 0.16 .337E+02 0.1 1.15 6.12 0.21 .509E+02 0.2 1.37 5.15 0.26 .698E+02 0.3 1.56 4.52 0.32 .900E+02 0.4 1.72 4.09 0.37 .111E+03 0.5 1.87 3.77 0.42 .133E+03 0.6 2.00 3.53 0.47 .155E+03 0.8 2.11 3.34 0.53 .177E+03 0.9 2.21 3.19 0.58 .199E+03 1.1 2.29 3.08 0.63 .221E+03 1.2 2.35 2.99 0.68 .242E+03 1.4 2.41 2.93 0.74 .262E+03 1.5 2.44 2.89 0.79 .281E+03 1.6 2.46 2.86 0.84 .299E+03 1.7 2.46 2.87 0.89 .314E+03 1.8 2.43 2.90 0.95 .325E+03 1.8 2.37 2.97 1.00 .332E+03 1.7 2.16 3.26 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 54908) 23.06 1.56 12.17 56.23 0.76 2.45 OUTFLOW: ID= 1 ( 54601) 23.06 1.52 12.17 56.23 0.74 2.44 1 CALIB NASHYD ( 54121) Area (ha)= 17.50 Curve Number (CN)= 59.0 IID= 1 DT= 5.0 min Ia (mm)= 5.18 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.65 Unit Hyd Qpeak (cms)= 1.032 PEAK FLOW (cms)- 0.952 (i) TIME TO PEAK (hrs)= 12.667 0.80 0.80 .611E+04 11.1 3.16 9.15 0.90 0.90 .735E+04 14.3 3.38 8.57 1.00 1.00 .868E+04 17.9 3.58 8.08 1.11 1.11 .104E+05 23.5 3.95 7.33 1.22 1.22 .123E+05 29.9 4.22 6.86 1.33 1.33 .145E+05 36.9 4.42 6.54 1.44 1.44 .169E+05 44.6 4.58 6.32 1.56 1.56 .196E+05 53.1 4.70 6.16 1.67 1.67 .226E+05 62.3 4.79 6.04 1.78 1.78 .258E+05 72.3 4.87 5.95 1.89 1.89 .293E+05 83.0 4.93 5.87 2.00 2.00 .330E+05 94.6 4.98 5.81 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54129) 86.56 8.04 12.67 82.31 0.68 2.89 OUTFLOW: ID= 1 ( 54525) 86.56 7.79 12.75 82.31 0.67 2.87 1 ADD HYD ( 54921)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 1 ( 54128): 44.39 4.132 12.58 76.91 + ID2= 2 ( 54525): 86.56 7.794 12.75 82.31 ID = 3 ( 54921): 130.95 11.737 12.75 80.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54524)1 IN= 2---> OUT= 1 Routing time step (min)'. 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 main channel 11.00 0.00 0.0350 main channel 14.00 1.00 0.0350 /0.1000 main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .312E+03 0.2 0.71 31.82 0.20 0.20 .706E+03 0.6 1.06 21.32 0.30 0.30 .118E+04 1.2 1.33 17.02 0.40 0.40 .174E+04 2.0 1.56 14.55 0.50 0.50 .238E+04 3.1 1.76 12.89 0.60 0.60 .310E+04 4.4 1.94 11.67 0.70 0.70 .390E+04 6.1 2.11 10.72 0.80 0.80 .478E+04 8.0 2.27 9.96 0.90 0.90 .575E+04 10.3 2.43 9.33 1.00 1.00 .679E+04 12.9 2.57 8.80 1.11 1.11 .810E+04 16.9 2.84 7.98 1.22 1.22 .961E+04 21.4 3.03 7.47 1.33 1.33 .113E+05 26.5 3.18 7.12 1.44 1.44 .132E+05 32.0 3.29 6.88 1.56 1.67 1.78 1.89 2.00 1.56 1.67 1.78 1.89 2.00 .153E+05 .177E+05 .202E+05 .229E+05 .258E+05 38.1 3.37 6.71 44.7 3.44 6.58 51.9 3.50 6.48 59.7 3.54 6.40 68.0 3.58 6.33 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54921) 130.95 11.74 12.75 80.48 0.96 2.51 OUTFLOW: ID= 1 ( 54524) 130.95 11.46 12.83 80.48 0.95 2.49 CALIB 1 NASHYD ( 54127)1 Area (ha)= 61.00 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min I Ia (mm)= 6.76 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.74 Unit Hyd Qpeak (cms)= 3.170 PEAK FLOW (cms)= 5.260 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 82.326 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.647 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54126) Area (ha)= 32.38 Curve Number (CN)= 75.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.91 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.82 Unit Hyd Qpeak (cms)- 1.510 PEAK FLOW (cms)= 2.178 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 70.598 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.555 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54523)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME 0.70 0.70 .354E+04 6.2 2.16 9.52 0.80 0.80 .434E+04 8.2 2.32 8.84 0.90 0.90 .521E+04 10.5 2.48 8.29 1.00 1.00 .616E+04 13.1 2.63 7.81 1.11 1.11 .735E+04 17.3 2.90 7.09 1.22 1.22 .872E+04 21.9 3.10 6.63 1.33 1.33 .103E+05 27.1 3.25 6.32 1.44 1.44 .120E+05 32.7 3.36 6.11 1.56 1.56 .139E+05 38.9 3.45 5.96 1.67 1.67 .160E+05 45.7 3.52 5.84 1.78 1.78 .183E+05 53.0 3.57 5.75 1.89 1.89 .208E+05 61.0 3.62 5.68 2.00 2.00 .234E+05 69.5 3.66 5.62 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54920) 93.37 7.42 12.75 78.26 0.76 2.26 OUTFLOW: ID= 1 ( 54522) 93.37 7.27 12.92 78.26 0.75 2.24 1 CALIB NASHYD ( 54124)11 Area (ha)= 47.13 curve Number (CN)= 69.0 ID= 1 DT= 5.0 min Ia (mm)= 7.33 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.90 Unit Hyd Qpeak (cms)= 2.005 PEAK FLOW (cms)= 2.538 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 61.408 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.483 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54919)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54124): 47.13 2.538 12.92 61.41 + ID2= 2 ( 54522): 93.37 7.268 12.92 78.26 ID = 3 ( 54919): 140.51 9.806 12.92 72.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54919)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 54919): 140.51 9.806) 12.92cms rs) 72.61) + ID2= 2 ( 54524): 130.95 11.465 12.83 80.48 (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .189E+02 0.1 0.54 2.52 0.20 0.20 .427E+02 0.4 0.81 1.69 0.30 0.30 .715E+02 0.9 1.01 1.35 0.40 0.40 .105E+03 1.5 1.19 1.15 0.50 0.50 .144E+03 2.3 1.34 1.02 0.60 0.60 .187E+03 3.4 1.48 0.93 0.70 0.70 .236E+03 4.6 1.61 0.85 0.80 0.80 .289E+03 6.1 1.73 0.79 0.90 0.90 .347E+03 7.8 1.85 0.74 1.00 1.00 .411E+03 9.8 1.96 0.70 1.11 1.11 .490E+03 12.9 2.16 0.63 1.22 1.22 .581E+03 16.3 2.31 0.59 1.33 1.33 .684E+03 20.2 2.42 0.56 1.44 1.44 .800E+03 24.4 2.51 0.55 1.56 1.56 .928E+03 29.1 2.57 0.53 1.67 1.67 .107E+04 34.1 2.62 0.52 1.78 1.78 .122E+04 39.6 2.67 0.51 1.89 1,89 .138E+04 45.5 2.70 0.51 2.00 2,00 .156E+04 51.8 2.73 0.50 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 54126) 32.38 2.18 12.83 70.60 0.48 1.31 OUTFLOW: ID= 1 ( 54523) 32.38 2.18 12.83 70.60 0.48 1.30 ADD HYD ( 54920)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) cms rs mm ID1= 1 ( 54127): 61.00 5.260) 12.75) 82.33) + ID2= 2 ( 54523): 32.38 2.179 12.83 70.60 ID = 3 ( 54920): 93.37 7.421 12.75 78.26 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54522)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .283E+03 0.2 0.73 28.24 0.20 0.20 .641E+03 0.6 1.08 18.93 0.30 0.30 .107E+04 1.2 1.36 15.11 0.40 0.40 .158E+04 2.0 1.59 12.91 0.50 0.50 .216E+04 3.1 1.80 11.44 0.60 0.60 .281E+04 4.5 1.98 10.36 1 ROUTE CHN( 54521)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .420E+02 0.1 0.54 5.65 0.20 0.20 .950E+02 0.4 0.80 3.79 0.30 0.30 .159E+03 0.9 1.01 3,02 0.40 0,40 .234E+03 1.5 1.18 2,58 0,50 0.50 .320E+03 2.3 1.33 2.29 0.60 0.60 .417E+03 3.3 1.47 2.07 0.70 0.70 .524E+03 4.6 1.60 1.90 0.80 0.80 .643E+03 6.1 1.72 1.77 0.90 0.90 .773E+03 7.8 1.84 1.66 1.00 1.00 .913E+03 9.7 1.95 1.56 1.11 1.11 .109E+04 12.8 2.15 1.42 1.22 1.22 .129E+04 16.2 2.30 1.33 1.33 1.33 .152E+04 20.0 2.41 1.27 1.44 1.44 .178E+04 24.3 2.49 1.22 1.56 1.56 .206E+04 28.9 2.55 1.19 1.67 1.67 .237E+04 33.9 2.61 1.17 1.78 1.78 .271E+04 39.3 2.65 1.15 1.89 1.89 .308E+04 45.2 2.68 1.14 2.00 2.00 .347E+04 51.5 2.71 1.12 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54919) 271.46 21.24 12.83 76.40 1.36 2.43 OUTFLOW: ID= 1 ( 54521) 271.46 21.23 12.92 76.40 1.36 2.43 1 CALIB 1 NASHYD ( 54125) Area (ha)= 67.23 Curve Number (CN)= 82.0 11D= 1 DT= 5.0 min Ia (mm)= 7.00 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.59 Unit Hyd Qpeak (cms)= 4.331 PEAK FLOW (cms)= 6.775 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 82.109 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.646 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ID = 1 ( 54919): 271.46 21.244 12.83 76.40 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54520)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .289E+03 0.2 0.75 27.77 0.20 0.20 .654E+03 0.6 1.13 18.61 0.30 0.30 .109E+04 1.2 1.41 14.86 0.40 0.40 .161E+04 2.1 1.65 12.70 0.50 0.50 .220E+04 3.3 1.86 11.25 0.60 0.60 .287E+04 4.7 2.06 10.18 0.70 0.70 .361E+04 6.4 2.24 9.36 0.80 0.80 .443E+04 8.5 2.41 8.70 0.90 0.90 .532E+04 10.9 2.57 8.15 1.00 1.00 .629E+04 13.6 2.73 7.68 1.11 1.11 .750E+04 17.9 3.01 6.97 1.22 1.22 .890E+04 22.7 3.22 6.52 1.33 1.33 .105E+05 28.1 3.37 6.22 1.44 1.44 .123E+05 34.0 3.49 6.01 1.56 1.56 .142E+05 40.4 3.58 5.86 1.67 1.67 .163E+05 47.5 3.65 5.74 1.78 1.78 .187E+05 55.1 3.71 5.65 1.89 1.89 .212E+05 63.3 3.76 5.58 2.00 2.00 .239E+05 72.1 3.80 5.52 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54125) 67.23 6.78 12.58 82.11 0.72 2.27 OUTFLOW: ID= 1 ( 54520) 67.23 6.57 12.67 82.11 0.71 2.25 CALIB 1 NASHYD ( 54123)1 Area (ha)= 44.85 Curve Number (CN)= 75.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.94 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.83 Unit Hyd Qpeak (cms)= 2.061 PEAK FLOW (cms)= 2.954 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 69.745 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.548 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54918)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. 1 CALIB NASHYD ( 54122)1 Area (ha)= 17.65 Curve Number (CN)= 60.0 ID= 1 DT= 5.0 min I Ia (mm)= 8.19 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.69 Unit Hyd Qpeak (cms)= 0.981 PEAK FLOW (cms)= 0.908 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 49.119 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.386 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 54163) Area (ha)= 45.14 Curve Number (CN)= 63.0 ID= 1 DT= 5.0 min Ia (mm)= 9.08 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.01 Unit Hyd Qpeak (cms)= 1.700 PEAK FLOW (cms)= 1.860 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 52.198 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.410 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 54518)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1,00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .832E+02 0.1 0.36 16.54 0.20 0.20 .188E+03 0.3 0.54 11.08 0.30 0.30 .315E+03 0.6 0.68 8.85 0.40 0.40 .463E+03 1.0 0.80 7.56 0.50 0.50 .633E+03 1.6 0.90 6.70 0.60 0.60 .825E+03 2.3 0.99 6.07 0.70 0.70 .104E+04 3.1 1.08 5.57 0.80 0.80 .127E+04 4.1 1.16 5.18 0.90 0.90 .153E+04 5.3 1.24 4.85 1.00 1.00 .181E+04 6.6 1.32 4.58 1.11 1.11 .216E+04 8.7 1.45 4.15 1.22 1.22 .256E+04 11.0 1.55 3.88 (ha) (cms) (hrs) (mm) ID1= 1 ( 54123): 44.85 2.954 12.83 69.74 + 102= 2 ( 54520): 67.23 6.569 12.67 82.11 ID = 3 ( 54918): 112.08 9.476 12.75 77.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54918)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. ha mm ID1= 3 ( 54918): 112 08 9.476) 12.75cms rs) 77.16) + ID2= 2 ( 54521): 271.46 21.234 12.92 76.40 ID = 1 ( 54918): 383.54 30.532 12.83 76.62 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54519) IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .151E+03 0.1 0.25 43.90 0.20 0.20 .340E+03 0.2 0.37 29.42 0.30 0.30 .569E+03 0.4 0.46 23.49 0.40 0.40 .838E+03 0.7 0.54 20.07 0.50 0.50 .115E+04 1.1 0.61 17.78 0.60 0.60 .149E+04 1.5 0.68 16.10 0.70 0.70 .188E+04 2.1 0.74 14.80 0.80 0.80 .230E+04 2.8 0.79 13.75 0.90 0.90 .277E+04 3.6 0.85 12.88 1.00 1.00 .327E+04 4.5 0.90 12.14 1.11 1,11 .390E+04 5.9 0.99 11,02 1.22 1.22 .463E+04 7.5 1.06 10.31 1,33 1.33 .545E+04 9.2 1.11 9.83 1.44 1.44 .637E+04 11.2 1.15 9.50 1.56 1.56 .739E+04 13.3 1.18 9.26 1.67 1.67 .851E+04 15.6 1.20 9.08 1.78 1.78 .972E+04 18.1 1.22 8.94 1.89 1.89 .110E+05 20.8 1.24 8.82 2.00 2.00 .124E+05 23.7 1.25 8.73 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54918) 383.54 30.53 12.83 76.62 1.97 1.25 OUTFLOW: ID= 1 ( 54519) 383.54 29.71 13.00 76.62 2.00 1.25 1.33 1.33 .302E+04 13.6 1.63 3.70 1.44 1.44 .352E+04 16.4 1.69 3.58 1.56 1.56 .409E+04 19.5 1.73 3.49 1.67 1.67 .470E+04 22.9 1.76 3.42 1.78 1.78 .537E+04 26.6 1.79 3.37 1.89 1.89 .610E+04 30.6 1.81 3.32 2.00 2.00 .688E+04 34.8 1.83 3.29 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54163) 45.14 1.86 13.08 52.20 0.54 0.94 OUTFLOW: ID= 1 ( 54518) 45.14 1.85 13.17 52.20 0.54 0.93 1 ADD HYD ( 54917)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 54122): 17.65 0.908) 12.67) 49.12) + ID2= 2 ( 54518): 45.14 1.850 13.17 52.20 ID = 3 ( 54917): 62.79 2.640 13.00 51.33 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54917)1 1 3+ 2= 1 1 AREA PEAK TPEAK R.V. ID1= 3 ( 54917): 62.79 2.640) 13.00 51.33) + ID2= 2 ( 54519): 383.54 29.708 13.00 76.62 ID = 1 ( 54917): 446.32 32.348 13.00 73.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54517)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 168.59 174.46 198.26 198.34 198.19 0.0800 0.0800 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .483E+02 0.2 0.98 3.87 0.44 193.94 .163E+03 1.1 1.48 2.57 0.66 194.16 .344E+03 2.9 1.90 2.00 0.88 194.38 .592E+03 5.9 2.28 1.67 1.10 194.60 .906E+03 10.4 2.63 1.45 1.37 194.86 .142E+04 19.9 3.21 1.19 1.63 195.13 .211E+04 32.3 3.51 1.09 1.90 195.40 .317E+04 47.6 3.44 1.11 2.17 195.67 .585E+04 71.7 2.80 1.36 2.44 195.93 .913E+04 108.5 2.72 1.40 2.70 196.20 .125E+05 154.8 2.82 1.35 2.97 196.47 .161E+05 209.8 2.98 1.28 3.24 196.74 .198E+05 273.2 3.16 1.21 3.51 197.00 .236E+05 344.7 3.34 1.14 3.77 197.27 .275E+05 424.2 3.52 1.08 4.04 197.54 .316E+05 511.5 3.70 1.03 4.31 197.80 .359E+05 589.8 3.75 1.02 4.57 198.07 .426E+05 683.9 3.67 1.04 4.84 198.34 .521E+05 743.5 3.26 1.17 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54917) 446.32 32.35 13.00 73.07 1.64 3.51 OUTFLOW: ID= 1 ( 54517) 446.32 32.36 13.00 73.07 1.63 3.50 1 ADD HYD ( 54916)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54121): 17.50 0.952 12.67 49.87 + ID2= 2 ( 54517): 446.32 32.356 13.00 73.07 ID = 3 ( 54916): 463.83 33.182 13.00 72.19 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54516)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel 109.63 195.36 0.0800 112.76 195.49 0.0800 (ha) (cms) (hrs) (mm) ID1= 1 ( 54120): 8.48 0.687 12.33 50.42 + ID2= 2 ( 54516): 463.83 32.806 13.08 72.19 ID = 3 ( 54915): 472.31 33.064 13.08 71.80 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54515)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .391E+02 0.1 0.57 5.44 0.44 193.94 .132E+03 0.6 0.85 3.61 0.66 194.16 .279E+03 1.7 1.10 2.81 0.88 194.38 .479E+03 3.4 1.31 2.35 1.10 194.60 .733E+03 6.0 1.51 2.04 1.37 194.86 .115E+04 11.4 1.85 1.67 1.63 195.13 .170E+04 18.6 2.02 1.53 1.90 195.40 .256E+04 27.4 1.98 1.56 2.17 195.67 .473E+04 41.3 1.61 1.91 2.44 195.93 .739E+04 62.5 1.56 1.97 2.70 196.20 .101E+05 89.1 1.62 1.90 2.97 196.47 .130E+05 120.8 1.72 1.80 3.24 196.74 .160E+05 157.3 1.82 1.70 3.51 197.00 .191E+05 198.5 1.92 1.60 3.77 197.27 .223E+05 244.3 2.03 1.52 4.04 197.54 .256E+05 294.6 2.13 1.45 4.31 197.80 .291E+05 339.6 2.16 1.43 4.57 198.07 .345E+05 393.8 2.11 1.46 4.84 198.34 .422E+05 428.2 1.88 1.64 ----- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54915) 472.31 33.06 13.08 71.80 2.01 1.81 OUTFLOW: ID= 1 ( 54515) 472.31 32.90 13.17 71.80 2.01 1.82 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .632E+02 0.1 0.47 10.66 0.44 193.94 .213E+03 0.5 0.71 7.07 0.66 194.16 .451E+03 1.4 0.91 5.51 0.88 194.38 .775E+03 2.8 1.09 4.60 1.10 194.60 .119E+04 5.0 1.25 3.99 1.37 194.86 .185E+04 9.5 1.53 3.27 1.63 195.13 .276E+04 15.4 1.67 2.99 1.90 195.40 .415E+04 22.6 1.63 3.05 2.17 195.67 .766E+04 34.1 1.33 3.74 2.44 195.93 .119E+05 51.6 1.29 3.86 2.70 196.20 .164E+05 73.6 1.34 3.72 2.97 196.47 .211E+05 99.8 1.42 3.52 3.24 196.74 .259E+05 130.0 1.50 3.32 3.51 197.00 .309E+05 164.0 1.59 3.14 3.77 197.27 .360E+05 201.8 1.68 2.98 4.04 197.54 .414E+05 243.3 1.76 2.83 4.31 197.80 .470E+05 280.6 1.79 2.79 4.57 198.07 .558E+05 325.4 1.75 2.86 4.84 198.34 .682E+05 353.7 1.55 3.21 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54916) 463.83 33.18 13.00 72.19 2.15 1.35 OUTFLOW: ID= 1 ( 54516) 463.83 32.81 13.08 72.19 2.13 1.37 CALIB INASHYD ( 54120) Area (ha)= 8.48 Curve Number (CN)= 60.0 ID= 1 DT= 5.0 min Ia (mm)= 6.20 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.38 Unit Hyd Qpeak (cms)= 0.846 PEAK FLOW (cms)- 0.687 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 50.421 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.396 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54915)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. CALIB 1 NASHYD ( 54118) Area (ha)= 8.30 Curve Number (CN)= 57.0 IID= 1 DT= 5.0 min Ia (mm)= 5.50 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.58 Unit Hyd Qpeak (cms)= 0.549 PEAK FLOW (cms)= 0.463 (l) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 47.270 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.372 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 54946)1 1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 54118): 8.30 0.463) 12.58cms rs) 47.27) + ID2= 2 (54515): 472.31 32.897 13.17 71.80 ID = 3 ( 54946): 480.61 33.206 13.17 71.38 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54514)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .363E+02 0.1 0.68 4.22 0.44 193.94 .122E+03 0.7 1.02 2.80 0.66 194.16 .258E+03 2.0 1.31 2.18 0.88 194.38 .444E+03 4.1 1.57 1.82 1.10 194.60 .680E+03 7.2 1.81 1.58 1.37 194.86 .106E+04 13.7 2.21 1.30 1.63 195.13 .158E+04 22.2 2.41 1.19 1.90 195.40 .238E+04 32.8 2.36 1.21 2.17 195.67 .439E+04 49.3 1.93 1.48 2.44 195.93 .685E+04 74.7 1.87 1.53 2.70 196.20 .941E+04 106.5 1.94 1.47 2.97 196.47 .121E+05 144.4 2.05 1.39 3.24 196.74 .148E+05 188.0 2.18 1.32 3.51 197.00 .177E+05 237.2 2.30 1.24 3.77 197.27 .207E+05 291.9 2.42 1.18 4.04 197.54 .237E+05 352.1 2.55 1.12 4.31 197.80 .270E+05 405.9 2.58 1.11 4.57 198.07 .320E+05 470.7 2.52 1.13 4.84 198.34 .391E+05 511.7 2.25 1.27 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54946) 480.61 33.21 13.17 71.38 1.91 2.35 OUTFLOW: ID= 1 ( 54514) 480.61 33.22 13.17 71.38 1.91 2.35 CALIB STANDHYD ( 54117) Area (ha)= 6.22 ID= 1 DT= 5.0 min 1 Total Imp(%)= 46.00 Dir. Conn.(%)= 29.80 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 2.86 3.36 Dep. Storage (mm)= 2.00 6.86 Average slope (30= 1.00 2.00 Length (m)= 203.71 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 110.45 5.00 15.00 3.28 (ii) 10.06 (ii) 5.00 15.00 0.27 0.10 0.80 12.08 125.20 127.20 0.98 0.67 12.17 57.68 127.20 0.45 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.381 (iii) 12.08 77.80 127.20 0.61 1 ADD HYD ( 54914)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. CALIB STANDHYD ( 54116)1 Area (ha)= 6.58 ID= 1 DT= 5.0 min 1 Total Imp(%)= 25.00 Dir. Conn.(0= 19.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.65 4.94 Dep. Storage (mm)= 2.00 6.59 Average Slope (30= 1.00 2.00 Length (m)= 209.46 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 70.38 5.00 15.00 3.33 (ii) 11.46 (ii) 5.00 15.00 0.26 0.09 0.54 12.08 125.20 127.20 0,98 0.59 12.17 44.48 127.20 0.35 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 53.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.037 (iii) 12.08 59.82 127.20 0.47 1 ADD HYD ( 54913)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 54116): 6.58 1.037) 12.08cms rs) 59.82) + ID2= 2 ( 54513): 486.84 33.135 13.17 71.46 ID = 3 ( 54913): 493.42 33.239 13.17 71.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel a) mm ID1= 1 ( 54117): 6.22 1.381) 12.08cms rs) 77.80) + 102= 2 ( 54514): 480.61 33.215 13.17 71.38 Y ID = 3 ( 54914): 486.84 33.331 13.17 71.46 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 54513)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main channel 101.00 193.50 0.0350 Main channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 main channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .377E+02 0.1 0.48 6.15 0.44 193.94 .127E+03 0.5 0.73 4.08 0.66 194.16 .269E+03 1.4 0.94 3.18 0.88 194.38 .462E+03 2.9 1.12 2.65 1.10 194.60 .708E+03 5.1 1.29 2.30 1.37 194.86 .111E+04 9.8 1.58 1.89 1.63 195.13 .165E+04 15.9 1.73 1.73 1.90 195.40 .248E+04 23.4 1.69 1.76 2.17 195.67 .457E+04 35.3 1.38 2.16 2.44 195.93 .713E+04 53.4 1.34 2.23 2.70 196.20 .980E+04 76.1 1.39 2.14 2.97 196.47 .126E+05 103.2 1.47 2.03 3.24 196.74 .154E+05 134.4 1.55 1.92 3.51 197.00 .184E+05 169.6 1.64 1.81 3.77 197.27 .215E+05 208.7 1.73 1.72 4.04 197.54 .247E+05 251.7 1.82 1.64 4.31 197.80 .281E+05 290.2 1.85 1.61 4.57 198.07 .333E+05 336.5 1.81 1.65 4.84 198.34 .407E+05 365.9 1.61 1.85 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54914) 486.84 33.33 13.17 71.46 2.13 1.42 OUTFLOW: ID= 1 ( 54513) 486.84 33.13 13.17 71.46 2.12 1.43 109.63 112.76 114.93 115.73 117.99 134.95 136.81 140.32 145.18 155.64 168.59 174.46 195.36 195.49 195.31 195.30 195.59 195.35 195.17 195.44 195.56 198.26 198.34 198.19 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .130E+02 0.2 1.17 0.88 0.44 193.94 .439E+02 1.3 1.76 0.58 0.66 194.16 .928E+02 3.4 2.26 0,45 0.88 194.38 .159E+03 7.0 2.71 0.38 1.10 194.60 .244E+03 12.4 3.12 0.33 1.37 194.86 .382E+03 23.6 3.81 0.27 1.63 195.13 .568E+03 38.4 4.17 0.25 1.90 195.40 .854E+03 56.5 4.08 0.25 2.17 195.67 .158E+04 85.1 3.33 0.31 2.44 195.93 .246E+04 128.8 3.23 0.32 2.70 196.20 .338E+04 183.8 3.35 0.31 2.97 196.47 .434E+04 249.2 3.54 0.29 3.24 196.74 .533E+04 324.5 3.75 0.27 3.51 197.00 .636E+04 409.4 3.97 0.26 3.77 197.27 .742E+04 503.8 4.18 0.25 4.04 197.54 .852E+04 607.5 4.39 0.23 4.31 197.80 .969E+04 700.5 4.46 0.23 4.57 198.07 .115E+05 812.3 4.36 0.24 4.84 198.34 .140E+05 883.1 3.88 0.27 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54913) 493.42 33.24 13.17 71.30 1.54 4.03 OUTFLOW: ID= 1 ( 54512) 493.42 33.23 13.17 71.30 1.54 4.03 1 CALIB 1 NASHYD ( 54115) Area (ha)= 5.24 Curve Number (CN)- 58.0 11D= 1 DT= 5.0 min Ia (mm)= 5.15 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.49 Unit Hyd Qpeak (cms)= 0.410 PEAK FLOW (cms)= 0.339 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 48.680 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.383 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. OUTFLOW: ID= 1 ( 54511) 498.65 33.39 13.17 71.07 1.58 3.87 1 ADD HYD ( 54912)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54115): 5.24 0.339 12.50 48.68 + ID2= 2 ( 54512): 493.42 33.228 13.17 71.30 ID = 3 ( 54912): 498.65 33.404 13.17 71.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 54511)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main Channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .151E+02 0.2 1.11 1.08 0.44 193.94 .511E+02 1.2 1.67 0.72 0.66 194.16 .108E+03 3.2 2.14 0.56 0.88 194.38 .185E+03 6.6 2.56 0.47 1.10 194.60 .284E+03 11.7 2.96 0.40 1.37 194.86 .444E+03 22.3 3.61 0.33 1.63 195.13 .660E+03 36.3 3.94 0.30 1.90 195.40 .993E+03 53.5 3.86 0.31 2.17 195.67 .183E+04 80.6 3.15 0.38 2.44 195.93 .286E+04 121.9 3.05 0.39 2.70 196.20 .393E+04 173.9 3.17 0.38 2.97 196.47 .504E+04 235.8 3.35 0.36 3.24 196.74 .619E+04 307.0 3.55 0.34 3.51 197.00 .739E+04 387.4 3.76 0.32 3.77 197.27 .863E+04 476.7 3.96 0.30 4.04 197.54 .991E+04 574.9 4.16 0.29 4.31 197.80 .113E+05 662.9 4.22 0.28 4.57 198.07 .134E+05 768.7 4.12 0.29 4.84 198.34 .163E+05 835.7 3.67 0.33 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54912) 498.65 33.40 13.17 71.07 1.58 3.87 (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 54510)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .388E+02 0.2 0.81 3.49 0.20 0.20 .877E+02 0.6 1.20 2.34 0.30 0.30 .147E+03 1.3 1.51 1.87 0.40 0.40 .216E+03 2.3 1.76 1.60 0.50 0.50 .295E+03 3.5 1.99 1.41 0.60 0.60 .385E+03 5.0 2.20 1.28 0.70 0.70 .484E+03 6.9 2.39 1.18 0.80 0.80 .594E+03 9.1 2.57 1.09 0.90 0.90 .714E+03 11.6 2.75 1.02 1.00 1.00 .844E+03 14.6 2.91 0.97 1.11 1.11 .101E+04 19.1 3.21 0.88 1.22 1.22 .119E+04 24.3 3.43 0.82 1.33 1.33 .141E+04 30.0 3.60 0.78 1.44 1.44 .164E+04 36.3 3.72 0.76 1.56 1.56 .191E+04 43.1 3.82 0.74 1.67 1.67 .219E+04 50.6 3.90 0.72 1.78 1.78 .251E+04 58.8 3.96 0.71 1.89 1.89 .284E+04 67.5 4.01 0.70 2.00 2.00 .321E+04 77.0 4.05 0.69 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54113) 2.00 0.45 12.08 71.50 0.16 1,01 OUTFLOW: ID= 1 ( 54510) 2.00 0.43 12.08 71.50 0.16 0.99 1 ADD HYD (. 54911)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1- 1 ( 54114): (ha)4 (cms)328 12.08) 73.90 + ID2= 2 ( 54510): 2.00 0.434 12.08 71.50 ID = 3 ( 54911): 3.41 0.763 12.08 72.49 1 CALIB STANDHYD ( 54114) Area (ha)= 1.41 ID= 1 DT= 5.0 min Total Imp(%)= 34.10 Dir. Conn.(%)= 29.60 IMPERVIOUS PERVIOUS Surface Area (ha)= 0.48 0.93 Dep. Storage (mm)= 2.00 6.69 Average Slope (%)= 1.00 2.00 Length (m)= 97.01 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= (1) 155.69 82.46 5.00 10.00 2.10 (ii) 9.73 (ii) 5.00 10.00 0.31 0.11 PEAK FLOW (cms)- 0.18 0.15 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 52.34 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.41 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 60.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.328 (iii) 12.08 73.90 127.20 0.58 1 CALIB 1 STANDHYD ( 54113) Area (ha)= 2.00 11D= 1 DT= 5.0 min Total Imp(%)= 55.40 Dir. Conn.(%)= 30.10 IMPERVIOUS PERVIOUS Surface Area (ha)= 1.11 0.89 Dep. Storage (mm)= 2.00 6.38 Average Slope (%)= 1.00 2.00 Length (m)= 115.37 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cros)= (1 ) 155.69 110.51 5.00 10.00 2.33 (ii) 9.11 (ii) 5.00 10.00 0.30 0.12 PEAK FLOW (cms)= 0.26 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.19 12.08 48.38 127.20 0.38 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.454 (iii) 12.08 71.50 127.20 0.56 1 ADD HYD ( 54911)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 54911): 3.41 0.763) 12.08cms rs) 72.49) + ID2= 2 ( 54511): 498.65 33.394 13.17 71.07 ---------------------------------------------------- ID = 1 ( 54911): 502.06 33.453 13.17 71.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54509)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.19 0.0800 73.13 197.74 0.0800 80.25 197.95 0.0800 82.31 198.14 0.0800 97.70 194.60 0.0800 /0.0350 Main Channel 101.00 193.50 0.0350 Main Channel 101.30 193.50 0.0350 Main Channel 104.60 194.60 0.0350 /0.0800 Main channel 109.63 195.36 0.0800 112.76 195.49 0.0800 114.93 195.31 0.0800 115.73 195.30 0.0800 117.99 195.59 0.0800 134.95 195.35 0.0800 136.81 195.17 0.0800 140.32 195.44 0.0800 145.18 195.56 0.0800 155.64 198.26 0.0800 168.59 198.34 0.0800 174.46 198.19 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.22 193.72 .590E+01 0.4 1.83 0.25 0.44 193.94 .199E+02 2.0 2.77 0.17 0.66 194.16 .420E+02 5.3 3.55 0.13 0.88 194.38 .723E+02 11.0 4.25 0.11 1.10 194.60 .111E+03 19.4 4.90 0.09 1.37 194.86 .173E+03 37.0 5.98 0.08 1.63 195.13 .257E+03 60.2 6.54 0.07 1.90 195.40 .387E+03 88.7 6.40 0.07 2.17 195.67 .715E+03 133.6 5.22 0.09 2.44 195.93 .112E+04 202.2 5.07 0.09 2.70 196.20 .153E+04 288.4 5.26 0.09 2.97 196.47 .197E+04 391.0 5.56 0.08 3.24 196.74 .242E+04 509.2 5.89 0.08 3.51 197.00 .288E+04 642.5 6.23 0.07 3.77 197.27 .336E+04 790.6 6.57 0.07 4.04 197.54 .386E+04 953.4 6.89 0.07 4.31 197.80 .439E+04 1099.3 7.00 0.07 4.57 198.07 .521E+04 1274.7 6.84 0.07 4.84 198.34 .636E+04 1385.8 6.08 0.08 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) INFLOW : ID= 2 ( 54911) 502.06 OUTFLOW: ID= 1 ( 54509) 502.06 (cms) (hrs) (mm) 33.45 13.17 71.08 33.46 13.17 71.08 1.31 (5.72 1.31 5.72 ROUTE CHN( 54507)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 CALIB STANDHYD ( 54108) Area (ha)= 19.26 ID= 1 DT= 5.0 min Total Imp(%)= 50.30 Dir. Conn.(%)= 35.50 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 9.69 9.57 Dep. Storage (mm)= 2.00 5.58 Average Slope (%)= 1.00 2.00 Length (m)= 358.30 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 4.60 5.00 0.23 2.87 12.08 125.20 127.20 0.98 82.96 15.00 (ii) 12.21 (ii) 15.00 0.09 1.32 12.17 43.96 127.20 0.35 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 47.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.984 (iii) 12.08 72.80 127.20 0.57 ADD HYD ( 54907)1 1 + 2 = 3 ID1= 1 ( 54108): + ID2= 2 ( 54509): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 19.26 3.984 12.08 72.80 502.06 33.456 13.17 71.08 ID = 3 ( 54907): 521.32 33.786 13.17 71.14 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 54907)1 2 AREA QPEAK TPEAK R.V. mm ID1- 3 ( 54907): 521.32 33.786) 13.17cms rs) 71.14) + ID2= 2 ( 54601): 23.06 1.522 12.17 56.23 ID = 1 ( 54907): 544.38 34.401 13.17 70.51 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ID1= 1 ( 54507): 544.38 34.413 + ID2= 2 ( 54526): 622.15 50.056 13.17 12.92 70.51 73.64 ID = 3 ( 54906): 1166.53 82.393 13.00 72.18 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54506)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 195.39 4.98 194.83 11.05 194.73 26.90 190.55 46.11 190.83 50.46 190.38 57.00 189.04 59.58 189.00 62.32 188.74 66.12 188.82 68.80 188.18 71.44 187.68 72.86 187.76 73.87 188.18 90.96 194.40 116.62 195.24 120.82 195.10 ( 1.1) > Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE Main Main Main Main Channel Channel Channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.25 187.93 .652E+02 0.5 0.94 0.50 188.18 .201E+03 2.2 1.44 0.91 188.58 .550E+03 9.5 2.29 1.31 188.99 .119E+04 22.4 2.48 1.72 189.40 .228E+04 45.1 2.61 2.13 189.80 .355E+04 77.6 2.89 2.54 190.21 .498E+04 119.4 3.17 2.94 190.62 .662E+04 161.0 3.22 3.35 191.03 .937E+04 219.1 3.09 3.76 191.43 .125E+05 316.3 3.35 4.16 191.84 .157E+05 431.6 3.63 4.57 192.25 .192E+05 564.5 3.90 4.98 192.65 .227E+05 714.7 4.16 5.39 193.06 .264E+05 882.0 4.42 5.79 193.47 .302E+05 1066.3 4.67 6.20 193.88 .342E+05 1267.7 4.90 6.61 194.28 .383E+05 1486.3 5.13 7.01 194.69 .428E+05 1679.4 5.20 7.42 195.10 .482E+05 1833.2 5.03 INFLOW : ID= OUTFLOW: ID= AREA (ha) 2 ( 54906) 1166.53 1 ( 54506) 1166.53 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 82.39 13.00 72.18 82.40 13.00 72.18 > TRAV.TIME (min) 2.35 1.53 0.96 0.89 0.84 0.76 0.70 0.69 0.71 0.66 0.61 0.57 0.53 0.50 0.47 0.45 0.43 0.42 0.44 <-pipe / channel-> MAX DEPTH MAX VEL 2.18 (2.92 2.17 2.92 <------ DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 194.99 0.0800 12.28 194.74 0.0800 14.52 194.93 0.0800 20.51 195.14 0.0800 31.74 194.71 0.0800 39.13 194.63 0.0800 42.96 195.18 0.0800 48.28 192.33 0.0800 48.30 192.32 0.0800 /0.0350 49.82 191.63 0.0350 51.17 191.67 0.0350 52.54 192.34 0.0350 /0.0800 55.48 193.93 0.0800 57.51 194.09 0.0800 59.05 193.86 0.0800 59.73 193.69 0.0800 60.90 193.77 0.0800 64.13 193.67 0.0800 65.04 193.77 0.0800 99.98 197.30 0.0800 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.17 191.80 .169E+02 0.2 0.70 1.56 0.35 191.97 .437E+02 0.7 1.06 1.03 0.52 192.15 .786E+02 1.6 1.32 0.82 0.69 192.32 .122E+03 2.9 1.55 0.70 0.87 192.50 .175E+03 5.1 1.90 0.57 1.05 192.68 .235E+03 7.8 2.17 0.50 1.23 192.85 .303E+03 11.1 2.38 0.46 1.41 193.03 .379E+03 14.9 2.56 0.43 1.58 193.21 .463E+03 19.2 2.70 0.40 1.76 193.39 .554E+03 24.0 2.83 0.38 1.94 193.57 .653E+03 29.4 2.94 0.37 2.12 193.75 .770E+03 34.7 2.94 0.37 2.30 193.92 .960E+03 41.7 2.83 0.38 2.47 194.10 .120E+04 49.7 2.70 0.40 2.65 194.28 .149E+04 59.6 2.61 0.42 2.83 194.46 .180E+04 70.8 2.57 0.42 3.01 194.64 .213E+04 83.1 2.55 0.43 3.19 194.82 .258E+04 94.2 2.38 0.46 3.37 194.99 .325E+04 110.8 2.23 0.49 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 54907) 544.38 34.40 13.17 70.51 2.11 2.94 ID= 1 ( 54507) 544.38 34.41 13.17 70.51 2.11 2.94 I ADD HYD ( 54906)1 I 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) CALIB STANDHYD ( 54107) Area (ha)= 5.69 IID= 1 DT= 5.0 min Total Imp(%)= 50.50 Dir. Conn.(%)= 37.10 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%) = (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 2.87 2.00 1.00 194.79 0.013 155.69 5.00 3.19 5.00 0.27 0.91 12.08 125.20 127.20 0.98 PERVIOUS 2.82 5.17 2.00 40.00 0.250 (1) 86.84 15.00 (ii) 10.66 (ii) 15.00 0.09 0.43. 12.17 46.94 127.20 0.37 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.276 (iii) 12.08 75.97 127.20 0.60 I ADD HYD ( 54905)1 I 1 + 2 = 3 ID1= 1 ( 54106): + ID2= 2 ( 54107): AREA (ha) 7.99 5.69 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.459 12.58 49.17 1.276 12.08 75.97 ID = 3 ( 54905): 13.68 1.472 12.08 60.32 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD 2 HYD ( 54905)1 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 54905): 13.68 (cms)472 12.08) 60.32 ) + ID2= 2 ( 54506): 1166.53 82.398 13.00 72.18 ID = 1 ( 54905): 1180.21 82.883 13.00 72.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54505)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( Distance Elevation 0.00 195.39 4.98 194.83 1.1) Manning 0.0600 0.0600 11.05 194.73 0.0600 26.90 190.55 0.0600 46.11 190.83 0.0600 50.46 190.38 0.0600 57.00 189.04 0.0600 59.58 189.00 0.0600 62.32 188.74 0.0600 66.12 188.82 0.0600 68.80 188.18 0.0600 /0.0350 Main channel 71.44 187.68 0.0350 Main Channel 72.86 187.76 0.0350 Main Channel 73.87 188.18 0.0350 /0.0600 Main channel 90.96 194.40 0.0600 116.62 195.24 0.0600 120.82 195.10 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.25 187.93 .146E+03 0.3 0.69 7.19 0.50 188.18 .451E+03 1.6 1.05 4.69 0.91 188.58 .123E+04 7.0 1.67 2.95 1.31 188.99 .267E+04 16.4 1.82 2.72 1.72 189.40 .512E+04 33.0 1.91 2.59 2.13 189.80 .796E+04 56.7 2.11 2.34 2.54 190.21 .112E+05 87.4 2.32 2.13. 2.94 190.62 .149E+05 117.8 2.35 2.10 3.35 191.03 .210E+05 160.2 2.26 2.18 3.76 191.43 .280E+05 231.4 2.45 2.02 4.16 191.84 .353E+05 315.7 2.65 1.86 4.57 192.25 .429E+05 413.0 2.85 1.73 4.98 192.65 .509E+05 522.8 3.05 1.62 5.39 193.06 .592E+05 645.2 3.23 1.53 5.79 193.47 .678E+05 780.0 3.41 1.45 6.20 193.88 .767E+05 927.3 3.59 1.38 6.61 194.28 .860E+05 1087.2 3.75 1.32 7.01 194.69 .959E+05 1228.5 3.80 1.30 7.42 195.10 .108E+06 1341.0 3.68 1.34 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54905) 1180.21 82.88 13.00 72.04 2.48 2.29 OUTFLOW: ID= 1 ( 54505) 1180.21 82.75 13.00 72.04 2.47 2.29 CALIB NASHYD ( 54105) Area (ha)= 7.01 Curve Number (CN)= 54.0 ID= 1 DT= 5.0 min Ia (mm)= 7.38 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.45 Unit Hyd Qpeak (cms)= 0.600 PEAK FLOW (cms)= 0.424 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 42.701 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.336 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. OUTFLOW: ID= 1 ( 54504) 1187.22 82.96 13.00 71.87 1.87 3.95 CALIB STANDHYD ( 54104) Area (ha)= 4.81 ID= 1 DT= 5.0 min Total Imp(%)= 21.00 Dir. Conn.(%)= 16.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.01 3.80 Dep. Storage (mm)= 2.00 8.11 Average Slope (%)= 1.00 2.00 Length (m)= 179.14 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 65.71 5.00 15.00 3.04 (ii) 11.38 (ii) 5.00 15.00 0.27 0.09 0.33 12.08 125.20 127.20 0.98 0.42 12.17 42.04 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.690 (iii) 12.08 55.35 127.20 0.44 ADD HYD ( 54903)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54104): 4.81 0.690 12.08 55.35 + ID2= 2 ( 54504): 1187.22 82.956 13.00 71.87 ID = 3 ( 54903): 1192.03 83.042 13.00 71.80 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54903)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. 1D1= 3 ( 54903): 1192 03 83.042) 13.00cms rs) 71.80 + ID2= 2 ( 54539): 330.94 13.505 13.25 59.14 1 ADD HYD ( 54904)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) ID1= 1 ( 54105): 7.01 0.424) 12.42) 42.70 + ID2= 2 ( 54505): 1180.21 82.752 13.00 72.04 ID = 3 ( 54904): 1187.22 82.993 13.00 71.87 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 195.39 0.0600 4.98 194.83 0.0600 11.05 194.73 0.0600 26.90 190.55 0.0600 46.11 190.83 0.0600 50.46 190.38 0.0600 57.00 189.04 0.0600 59.58 189.00 0.0600 62.32 188.74 0.0600 66.12 188.82 0.0600 68.80 188.18 0.0600 /0.0350 Main Channel 71.44 187.68 0.0350 Main Channel 72.86 187.76 0.0350 Main Channel 73.87 188.18 0.0350 /0.0600 Main Channel 90.96 194.40 0.0600 116.62 195.24 0.0600 120.82 195.10 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.25 187.93 .650E+0.) 2 0.7 1.37 1.60 0.50 188.18 .200E+03 3.2 2.10 1.04 0.91 188.58 .549E+03 13.9 3.34 0.66 1.31 188.99 .119E+04 32.7 3.63 0.61 1.72 189.40 .228E+04 65.9 3.82 0.58 2.13 189.80 .354E+04 113.4 4.23 0.52 2.54 190.21 .497E+04 174.6 4.63 0.47 2.94 190.62 .661E+04 235.4 4.70 0.47 3.35 191.03 .934E+04 320.3 4.52 0.49 3.76 191.43 .125E+05 462.4 4.90 0.45 4.16 191.84 .157E+05 631.0 5.30 0.41 4.57 192.25 .191E+05 825.3 5.70 0.39 4.98 192.65 .226E+05 1044.9 6.09 0.36 5.39 193.06 .263E+05 1289.4 6.46 0.34 5.79 193.47 .302E+05 1558.9 6.82 0.32 6.20 193.88 .341E+05 1853.4 7.17 0.31 6.61 194.28 .382E+05 2172.9 7.50 0.29 7.01 194.69 .426E+05 2455.3 7.60 0.29 7.42 195.10 .480E+05 2680.1 7.36 0.30 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 54904) 1187.22 82.99 13.00 71.87 1.87 3.96 1 ROUTE CHN( 54503)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 50.69 190.04 0.0800 54.53 188.04 0.0800 59.81 185.15 0.0800 61.29 184.59 0.0800 65.55 184.41 0.0800 67.22 184.53 0.0800 67.67 184.49 0.0800 69.09 183.97 0.0800 70.50 183.74 0.0800 70.80 183.74 0.0800 71.66 183.35 0.0800 72.16 182.91 0.0800 72.47 182.55 0.0800 /0.0350 Main Channel 73.33 182.18 0.0350 Main channel 74.04 182.05 0.0350 Main Channel 78.29 182.09 0.0350 Main Channel 78.94 182.17 0.0350 Main Channel 80.29 182.45 0.0350 Main Channel 80.53 182.55 0.0350 /0.0800 Main Channel 103.77 190.22 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.25 182.30 .224E+03 2.1 1.61 1.82 0.50 182.55 .547E+03 7.8 2.51 1.17 0.94 182.99 .124E+04 28.0 3.98 0.74 1.38 183.43 .207E+04 58.2 4.95 0.59 1.82 183.87 .307E+04 98.1 5.61 0.52 2.26 184.31 .434E+04 148.8 6.02 0.49 2.70 184.75 .609E+04 210.5 6.07 0.48 3.14 185.19 .822E+04 290.0 6.19 0.47 3.58 185.63 .105E+05 383.9 6.40 0.46 4.02 186.07 .130E+05 491.7 6.64 0.44 4.46 186.51 .156E+05 613.5 6.89 0.43 4.90 186.95 .184E+05 749.1 7.13 0.41 5.34 187.39 .214E+05 898.8 7.37 0.40 5.78 187.83 .246E+05 1062.8 7.60 0.39 6.22 188.27 .279E+05 1241.1 7.82 0.37 6.66 188.71 .313E+05 1433.9 8.04 0.36 7.10 189.15 .350E+05 1641.7 8.24 0.35 7.54 189.59 .388E+05 1864.8 8.45 0.35 7.99 190.04 .427E+05 2103.5 8.64 0.34 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : 1D= 2 ( 54903) 1522.97 95.99 13.08 69.05 1.80 5.57 OUTFLOW:. ID= 1 (. 54503) 1522.97 96.02 13.08 69.05 1.79 5.56 ID = 1 ( 54903): 1522.97 95.987 13.08 69.05 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 54102) Area (ha)= 5.04 Curve Number (CN)= 69.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.57 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.35 unit Hyd Qpeak (cms)= 0.549 PEAK FLOW (cms)- 0.537 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 61.213 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.481 OUTFLOW: ID= 1 ( 54404) 1.399 0.050 12.75 108.29 PEAK FLOW REDUCTION [Qout/Qin](%)= 10.17 TIME SHIFT OF PEAK FLOW (min)= 40.00 MAXIMUM STORAGE USED (ha.m.)= 0.0715 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 54159) Area ID= 1 DT= 5.0 min Total surface Area (ha)= Dep. storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 1.40 Imp(%)= 92.30 Dir. Conn.(%)= 12.40 IMPERVIOUS PERVIOUS (i) 1.29 0.11 1.00 5.16 1.00 2.00 96.57 40.00 0.013 0.250 155.69 5.00 2.10 5.00 0.31 0.07 12.08 126.20 127.20 0.99 10.00 (ii) 6.98 (ii) 10.00 0.14 0.41 12.08 105.74 127.20 0.83 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 47.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.488 (iii) 12.08 108.28 127.20 0.85 RESERVOIR( 54404)1 IN= 2---> OUT= 1 DT= 5.0 min OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cros) (ha.m.) **** WARNING : FIRST OUTFLOW I5 NOT ZERO. 0.0017 0.0000 1 0.0281 0.0212 0.0053 0.0057 1 0.0301 0.0226 0.0150 0.0088 1 0.0319 0.0235 0.0184 0.0118 0.0450 0.0235 0.0212 0.0147 0.0458 0.0270 0.0238 0.0174 1 0.0470 0.0409 0.0261 0.0196 1 0.0482 0.0548 INFLOW : ID= 2 ( 54159) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.399 0.488 12.08 108.28 Surface Area Dep. storage Average Slope Length Mannings n (ha) - (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 9.45 1.00 1.00 392.47 0.013 155.69 5.00 4.86 5.00 0.22 0.83 12.08 126.20 127.20 0.99 13.66 6.31 2.00 40.00 0.250 126.85 15.00 (ii) 11.28 (ii) 15.00 0.09 3.01 12.17 56.03 127.20 0.44 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.7 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 3.415 (iii) 12.08 62.07 127.20 0.49 1 ADD 2 HYD ( 54948)= 3 1 ID1= 1 ( 54103): + ID2= 2 ( 54403): AREA (ha) 23.10 0.31 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.415 12.08 62.07 0.040 12.17 125.28 ID = 3 ( 54948): 23.42 3.453 12.08 62.92 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 54948)1 1 3+ 2= 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 54948): 23.42 3.453 12.08 62.92 + ID2= 2 ( 54404): 1.40 0.050 12.75 108.29 ID = 1 ( 54948): 24.82 3.500 12.08 65.47 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 54559)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 CALIB STANDHYD ( 54161) Area IID= 1 DT= 5.0 min Total Surface Area Dep. storage Average Slope Length Mannings n (ha)= (mm)= (%) = (m)= Max.Eff.inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.31 Imp(%)= 99.00 IMPERVIOUS 0.31 1.00 1.00 45.83 0.013 155.69 5.00 1.34 5.00 0.33 0.13 12.08 126.20 127.20 0.99 Dir. Conn.(%)= 99.00 PERVIOUS (1) 0.00 0.00 2.00 40.00 0.250 5.00 (ii) 2.28 (ii) 5.00 0.30 ***** WARNING: STORAGE COEFF. I5 SMALLER 0.00 12.08 41.32 127.20 0.32 THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.135 (iii) 12.08 125.35 127.20 0.99 RESERVOIR( 54403)1 IN= 2---> OUT= 1 DT= 5.0 min OVERFLOW IS OFF OUTFLOW (cms) 0.0000 0.0210 INFLOW : ID= 2 ( 54161) OUTFLOW: ID= 1 ( 54403) STORAGE (ha.m.) 0.0000 0.0025 OUTFLOW STORAGE (cms) (ha.m.) 0.0420 0.0125 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 0.315 0.135 12.08 125.35 0.315 0.040 12.17 125.28 PEAK FLOW REDUCTION [gout/Qin](%)= 29.59 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)= 0.0119 I CALIB STANDHYD ( 54103) Area (ha)= 23.10 IID= 1 DT= 5.0 min Total Imp(%)= 40.90 Dir. Conn.(%)= 8.60 IMPERVIOUS PERVIOUS (1) TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .138E+01 0.0 17.28 0.07 0.07 .552E+01 0.0 10.89 0.10 0.10 .124E+02 0.0 8.31 0.13 0.13 .221E+02 0.1 6.86 0.17 0.17 .345E+02 0.1 5.91 0.20 0.20 .497E+02 0.2 5.23 0.23 0.23 .676E+02 0.2 4.72 0.27 0.27 .884E+02 0.3 4.32 0.30 0.30 .112E+03 0.5 3.99 0.33 0.33 .138E+03 0.6 3.72 0.37 0.37 .171E+03 0.9 3.30 0.41 0.41 .210E+03 1.1 3.05 0.44 0.44 .253E+03 1.5 2.88 0.48 0.48 .302E+03 1.8 2.76 0.52 0.52 .356E+03 2.2 2.67 0.56 0.56 .415E+03 2.7 2.60 0.59 0.59 .479E+03 3.1 2.55 0.63 0.63 .548E+03 3.6 2.51 0.67 0.67 .623E+03 4.2 2.47 0.30 0.48 0.62 0.76 0.88 0.99 1.10 1.20 1.30 1.39 1.57 1.70 1.80 1.88 1.94 1.99 2.03 2.07 2.10 <---- hydrograph ----> AREA QPEAK TPEAK R.V. INFLOW ID= 2 ( 54948) 24.82 3.50 (hrs)20 65.47 OUTFLOW: ID= 1 ( 54559) 24.82 3.52 12.17 65.47 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.62 2.06 0.62 2.06 1 CALIB STANDHYD (541031) Area (ha)= 5.03 ID= 1 DT= 5.0 min Total Imp(%)= 36.60 Dir. Conn.(%)= 7.70 surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Manor ngs n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - unit Hyd. peak (cms)= PEAK FLOW (cms). TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (1) 1.84 3.19 1.00 6.31 1.00 2.00 183.21 40.00 0.013 0.250 155.69 5.00 3.08 5.00 0.27 0.17 12.08 126.20 127.20 0.99 115.14 10.00 (ii) 9.75 (ii) 10.00 0.11 0.71 12.08 54.02 127.20 0.42 *TOTALS* 0.877 (iii) 12.08 59.58 127.20 0.47 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 3.33 0.00 0.0350 4.67 0.33 0.0350 /0.1000 6.67 0.67 0.1000 Main Channel Main Channel Main Channel * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.7 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (ha) (cms) (hrs) (mm) ID1= 1 ( 54102): 5.04 0.537 12.33 61.21 + 102= 2 ( 54502): 29.85 4.261 12.17 64.48 YY ID = 3 ( 54902): 34.90 4.739 12.17 64.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD 2 HYD ( 54947)1 ID1= 1 (541031): + 102= 2 ( 54559): AREA (ha) 5.03 24.82 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.877 12.08 59.58 3.520 12.17 65.47 ID = 3 ( 54947): 29.85 4.269 12.17 64.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 TRAVEL TIME TABLE ELEV VOLUME (m) 0.10 .753E+01 0.20 .301E+02 0.30 .677E+02 0.40 .120E+03 0.50 .188E+03 0.60 .271E+03 0.70 .369E+03 0.80 .482E+03 0.90 .610E+03 1.00 .753E+03 1.11 .934E+03 1.22 .114E+04 1.33 .138E+04 1.44 .164E+04 1.56 .194E+04 1.67 .226E+04 1.78 .261E+04 1.89 .298E+04 2.00 .339E+04 INFLOW : ID= 2 ( 54947) OUTFLOW: ID= 1 ( 54502) Main Main Main Channel Channel Channel FLOW RATE VELOCITY (cms) (m/s) 0.0 0.42 0.1 0.66 0.3 0.87 0.7 1.05 1.2 1.22 2.0 1.38 3.0 1.53 4.3 1.67 5.9 1.81 7.8 1.94 10.9 2.19 14.4 2.37 18.4 2.51 22.9 2.62 27.8 2.70 33.3 2.77 39.2 2.83 45.6 2.88 52.6 2.92 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 29.85 4.27 12.17 64.48 29.85 4.26 12.17 64.48 TRAV.TIME (min) 7.50 4.73 3.61 2.98 2.57 2.27 2.05 1.88 1.73 1.62 1.43 1.32 1.25 1.20 1.16 1.13 1.11 1.09 1.07 <-pipe / channel-> MAX DEPTH MAX VEL 0.80 (1.67 0.80 1.67 ADD HYD ( 54902)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. 4.97 5.32 5.66 6.01 6.35 182.12 182.47 182.81 183.16 183.50 .542E+05 .611E+05 .681E+05 .752E+05 .831E+05 INFLOW : ID= 2 ( 54902) OUTFLOW: ID= 1 ( 54501) AREA (ha) 1557.87 1557.87 851.4 1009.1 1173.2 1337.5 1425.9 3.07 3.23 3.37 3.47 3.35 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 96.85 13.08 68.94 96.88 13.08 68.94 1.06 1.01 0.97 0.94 0.97 <-pipe / channel-> MAX DEPTH MAX VEL 2.03 (2.46 2.02 2.45 CALIB 1 STANDHYD ( 54101)1 ID= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 4.72 Total imp(%)= 26.00 Dir. Conn.(%)= IMPERVIOUS PERVIOUS (i) (ha)= 1.23 3.49 (mm)= 2.00 7.78 (%)= 1.00 2.00 (m)= 177.40 40.00 = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 3.02 5.00 0.27 0.41 12.08 125.20 127.20 0.98 62.51 15.00 (ii) 11.54 (ii) 15.00 0.09 0.37 12.17 39.50 127.20 0.31 `* WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 20.00 *TOTALS* 0.716 (iii) 12.08 56.64 127.20 0.45 ADD HYD ( 54901)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 54101): 4.72 0.716 12.08 56.64 + 1D2= 2 ( 54501): 1557.87 96.879 13.08 68.94 ID = 3 ( 54901): 1562.59 96.958 13.08 68.90 1 ADD HYD ( 54902)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 54902): 34.90 (cms)739 12.17) 64.00 + 1D2= 2 ( 54503): 1522.97 96.018 13.08 69.05 ID = 1 ( 54902): 1557.87 96.849 13.08 68.94 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 54501) IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 8.41 183.48 0.0800 28.68 183.50 0.0800 36.49 183.34 0.0800 44.31 183.10 0.0800 48.37 182.65 0.0800 61.77 178.00 0.0800 65.41 177.79 0.0800 71.25 177.82 0.0800 73.04 177.74 0.0800 73.72 177.64 0.0800 /0.0350 76.54 177.15 0.0350 80.73 177.22 0.0350 81.46 177.34 0.0350 82.20 177.64 0.0350 /0.0800 89.92 179.57 0.0800 94.32 179.79 0.0800 105.75 179.94 0.0800 145.76 180.08 0.0800 147.35 179.99 0.0800 151.67 180.06 0.0800 DEPTH ELEV 0.25 177.40 0.49 177.64 0.83 177.98 1.18 178.33 1.52 178.67 1.87 179.02 2.21 179.36 2.56 179.71 2.90 180.05 3.25 180.40 3.59 180.74 3.94 181.09 4.28 181.43 4.63 181.78 Main Channel Main Channel Main Channel Main Channel Main Channel TRAVEL TIME TABLE > VOLUME FLOW RATE VELOCITY TRAV.TIME (cu.m.) (cms) (m/s) (min) .221E+03 1.0 0.86 3.80 .579E+03 4.0 1.36 2.40 .158E+04 13.4 1.66 1.96 .312E+04 29.8 1.87 1.74 .483E+04 52.4 2.12 1.53 .669E+04 80.8 2.36 1.38 .872E+04 114.9 2.57 1.26 .109E+05 153.4 2.74 1.19 .143E+05 193.0 2.64 1.23 .207E+05 263.1 2.48 1.31 .273E+05 351.6 2.52 1.29 .339E+05 455.7 2.62 1.24 .406E+05 574.2 2.76 1.18 .474E+05 706.3 2.91 1.12 1 NASHYD ( 42.104)1 11D= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.272 PEAK FLOW (cms)= 0.148 (1) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 30.038 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.236 4.91 Curve Number (CN)- 42.0 8.44 # of Linear Res.(N)= 3.00 0.69 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STANDHYD ( 42105) Area (ha)= 12.35 ID= 1 DT= 5.0 min Total Imp(%)= 27.00 Dir. Conn.(%)= 21.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.33 .02 Dep. Storage (mm)= 2.00 109.26 Average Slope (%)= 1.00 2.00 Length (m)= 286.95 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 55.97 5.00 15.00 4.03 (ii) 12.93 (ii) 5.00 15.00 0.24 0.08 1.10 0.80 12.08 12.17 125.20 35.24 127.20 127.20 0.98 0.28 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.767 (iii) 12.08 54.13 127.20 0.43 ROUTE CHN( 42505)1 IN= 2---> OUT= 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 3.33 4.67 6.67 0.67 0.33 0.10001000 /0.0350 0.00 0.0350 0.33 0.0350 /0.1000 0.67 0.1000 > Main Channel Main Channel Main Channel NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB DEPTH (m) 0.03 ELEV (m) 0.03 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cros) .141E+01 0.0 VELOCITY TRAV.TIME (m/s) (min) 0.13 40.69 0.07 0.07 .563E+01 0.0 0.21 25.63 0.10 0.10 .127E+02 0.0 0.27 19.56 0.13 0.13 .225E+02 0.0 0.33 16.15 0.17 0.17 .352E+02 0.0 0.38 13.92 0.20 0.20 .507E+02 0.1 0.43 12.32 0.23 0.23 .690E+02 0.1 0.48 11.12 0.27 0.27 .901E+02 0.1 0.52 10.17 0.30 0.30 .114E+03 0.2 0.56 9.40 0.33 0.33 .141E+03 0.3 0.60 8.77 0.37 0.37 .175E+03 0.4 0.68 7.78 0.41 0.41 .214E+03 0.5 0.74 7.17 0.44 0.44 .258E+03 0.6 0.78 6.77 0.48 0.48 .308E+03 0.8 0.81 6.49 0.52 0.52 .383E+03 1.0 0.84 6.29 0.56 0.56 .423E+03 1.2 0.86 6.13 0.59 0.59 .488E+03 1.4 0.88 6.01 0.63 0.63 .559E+03 1.6 0.89 5.91 0.67 0.67 .635E+03 1.8 0.91 5.82 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 42105) 12.35 1.77 12.08 54.13 0.66 0.91 ID= 1 ( 42505) 12.35 1.44 12.17 54.11 0.61 0.89 I ADD HYD ( 42905)1 D + 2 ID1= 1 ( 42104): + 102= 2 ( 42505): AREA (ha) 4.91 12.35 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.148 12.75 30.04 1.444 12.17 54.11 ID = 3 ( 42905): 17.26 1.517 12.17 47.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 42503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 9.41 179.72 22.01 179.38 30.10 179.35 33.61 179.19 39.10 179.84 46.75 179.76 50.77 179.78 53.94 178.83 54.80 178.55 55.58 178.53 57.67 178.83 60.63 179.35 64.65 179.06 69.92 179.11 70.68 179.06 71.92 179.12 72.69 179.28 76.80 179.29 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Main Main Main Main Channel Channel Channel Channel THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 42903)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 42103): 1.25 0.197 12.08 55.14 + IO2= 2 ( 42503): 17.26 1.552 12.17 47.27 ID = 3 ( 42903): 18.51 1.647 12.17 47.80 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 42502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 9.41 179.72 0.0600 22.01 179.38 0.0600 30.10 179.35 0.0600 33.61 179.19 0.0600 39.10 179.84 0.0600 46.75 179.76 0.0600 50.77 179.78 0.0600 53.94 178.83 0.0600 /0.0350 54.80 178.55 0.0350 55.58 178.53 0.0350 57.67 178.83 0.0350 /0.0600 60.63 179.35 0.0600 64.65 179.06 0.0600 69.92 179.11 0.0600 70.68 179.06 0.0600 71.92 179.12 0.0600 72.69 179.28 0.0600 76.80 179.29 0.0600 81.87 179.45 0.0600 83.73 179.38 0.0600 Main Main Main Main Channel Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 178.59 .174E+02 0.0 0.33 16.61 0.12 178.65 .495E+02 0.1 0.52 10.68 0.18 178.71 .935E+02 0.2 0.66 8.39 0.24 178.77 .150E+03 0.4 0.78 7.09 0.30 178.83 .218E+03 0.6 0.89 6.21 0.37 178.90 .314E+03 1.0 1.09 5.05 0.44 178.97 .427E+03 1.6 1.25 4.42 0.52 179.05 .554E+03 2.3 1.37 4.03 0.59 179.12 .783E+03 3.1 1.32 4.20 0.66 179.19 .115E+04 4.3 1.24 4.44 0.73 179.26 .159E+04 5.8 1.21 4.56 0.80 179.33 .220E+04 7.6 1.14 4.85 0.88 179.41 .309E+04 10.0 1.07 5.13 0.95 179.48 .421E+04 13.5 1.06 5.19 1.02 179.55 .545E+04 18.1 1.10 5.01 1.09 179.62 .676E+04 23.5 1.15 4.80 1.16 179.69 .816E+04 29.7 1.20 4.58 1.24 179.77 .963E+04 36.5 1.25 4.40 81.87 83.73 179.45 0.0600 179.38 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.06 178.59 .647E+01 0.0 0.41 0.12 178.65 .184E+02 0.1 0.63 0.18 178.71 .348E+02 0.2 0.81 0.24 178.77 .557E+02 0.4 0.95 0.30 178.83 .810E+02 0.7 1.09 0.37 178.90 .117E+03 1.3 1.34 0.44 178.97 .159E+03 2.0 1.53 0.52 179.05 .206E+03 2.8 1.68 0.59 179.12 .292E+03 3.8 1.61 0.66 179.19 .428E+03 5.3 1.52 0.73 179.26 .593E+03 7.1 1.48 0.80 179.33 .820E+03 9.3 1.39 0.88 179.41 .115E+04 12.3 1.32 0.95 179.48 .157E+04 16.6 1.30 1.02 179.55 .203E+04 22.2 1.35 1.09 179.62 .252E+04 28.8 1.41 1.16 179.69 .304E+04 36.3 1.47 1.24 179.77 .358E+04 44.7 1.54 1.31 179.84 .421E+04 53.6 1.57 INFLOW : OUTFLOW: <---- hydrograph ----> AREA QPEAK TPEAK R.V. ID= 2 ( 42905) 17.26 (cms)15 (hrs)21 47.27 ID= 1 ( 42503) 17.26 1.55 12.17 47.27 TRAV.TIME (min) 5.05 3.24 2.55 2.15 1.89 1.53 1.34 1.22 1.28 1.35 1.39 1.48 1,56 1,58 1.52 1.46 1.39 1.34 1.31 <-pipe / channel-> MAX DEPTH MAX VEL 0.40 (1.40 0.40 1.41 CALIB STANDHYD ( 42103) Area 11D= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= 1.25 Imp(%)= 25.93 Dir. Conn.(%)= IMPERVIOUS (ha)= 0.32 (mm)= 2.00 (%)= 1.00 (m)= 91.32 = 0.013 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 2.03 5.00 0.31 0.14 12.08 125.20 127.20 0.98 PERVIOUS (l) 0.93 7.14 2.00 40.00 0.250 44.35 15.00 (ii) 11.80 (ii) 15.00 0.09 ***** WARNING: STORAGE COEFF. IS SMALLER 0,07 12.17 30.61 127.20 0.24 THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 42.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL 25.93 *TOTALS* 0.197 (iii) 12.08 55.14 127.20 0.43 1.31 179.84 .113E+05 INFLOW ID= 2 ( 42903) OUTFLOW: ID= 1 ( 42502) AREA (ha) 18.51 18.51 43.7 1.28 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.65 12.17 47.80 1.59 12.17 47.80 4.31 <-pipe / channel-> MAX DEPTH MAX VEL 0.45 (1.25 0.44 1.24 CALIB STANDHYD ( 42102) Area 11D= 1 DT= 5.0 min Total Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 9.32 Imp(%)= 33.70 Dir. Conn.(%)= IMPERVIOUS PERVIOUS () 3.14 6.18 2.00 8.06 1.00 2.00 249.23 40.00 0.013 0.250 155.69 5.00 3.70 5.00 0.25 1.19 12.08 125.20 127.20 0.98 58.08 15.00 (ii) 12.47 (ii) 15.00 0.08 WARNING: STORAGE COEFF. I5 SMALLER 0.58 12.17 37.60 127.20 0.30 THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 48.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 30.00 *TOTALS* 1.680 (iii) 12.08 63.88 127.20 0.50 1 ADD HYD2 ( 42902)1 1 ID1= 1 ( 42102): + ID2= 2 ( 42502): AREA (ha) 9.32 18.51 QPEAK TPEAK R,V. (cms) (hrs) (mm) 1.680 12.08 63.88 1.594 12.17 47.80 ID = 3 ( 42902): 27.83 2.907 12.08 53.18 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 42501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 <------ DATA FOR SECTION ( Distance Elevation 0.00 178.73 10.58 178.73 1.1) Manning 0.0400 0.0400 19.74 178.53 0.0400 20.25 178.49 0.0400 38.43 178.67 0.0400 40.25 178.60 0.0400 42.37 178.40 0.0400 45.19 178.37 0.0400 46.25 178.11 0.0400 47.22 177.59 0.0400 48.05 177.50 0.0400 /0.0350 49.85 176.90 0.0350 50.15 176.90 0.0350 51.95 177.50 0.0350 /0.0400 53.19 177.78 0.0400 54.19 178.26 0.0400 55.25 178.46 0.0400 60.16 178.29 0.0400 68.12 178.53 0.0400 69.40 178.45 0.0400 TRAVEL TIME TABLE Main Main Main Main Channel Channel Channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.09 176.99 .575E+01 0.0 0.21 0.17 177.07 .168E+02 0.0 0.31 0.26 177.16 .332E+02 0.1 0.40 0.34 177.24 .548E+02 0.2 0.47 0.43 177.33 .818E+02 0.4 0.54 0.51 177.41 .114E+03 0.6 0.60 0.60 177.50 .152E+03 0.8 0.66 0.69 177.59 .198E+03 1.2 0.75 0.79 177.69 .265E+03 1.8 0.84 0.89 177.79 .340E+03 2.6 0.92 0.99 177.89 .422E+03 3.5 0.99 1.10 178.00 .508E+03 4.5 1.07 1.20 178.10 .600E+03 5.6 1.13 1.30 178.20 .697E+03 6.9 1.19 1.41 178.31 .804E+03 8.2 1.22 1.51 178.41 .979E+03 9.2 1.13 1.61 178.51 .128E+04 11.2 1.05 1.71 178.61 .175E+04 14.2 0.97 1.82 178.72 .242E+04 18.9 0.94 INFLOW : ID= 2 ( 42902) OUTFLOW: ID= 1 ( 42501) TRAV.TIME (min) 9.41 6.41 5.08 4.28 3.74 3.35 3.05 2.67 2.39 2.19 2.02 1.88 1.77 1.68 1.64 1.77 1.90 2.06 2.13 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 27.83 2.91 12.08 53.18 0.93 0.94 27.83 2.76 12.17 53.18 0.91 0.93 STLIB 1 ANDHYD ( 42101)1 ID= 1 DT= 5.0 min 1 Area (ha)= 1.19 Total Imp(%)= 26.00 Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = IMPERVIOUS 0.31 2.00 1.00 88.94 0.013 Max.Eff.Inten.(mm/hr)= 155.69 Dir. Conn.(%)= 20.00 PERVIOUS (i) 0.88 8.30 2.00 40.00 0.250 67.52 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 52511)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA Distance 0.00 31.07 31.57 51.80 61.63 71.10 71.81 74.40 74.85 75.15 75.60 76.57 77.81 91.73 97.28 103.07 106.74 112.28 FOR SECTION Elevation 198.44 198.38 198.44 198.58 198.09 197.94 198.09 197.85 197.70 197.70 197.85 197.97 197.84 198.39 198.80 199.62 200.51 200.64 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 TRAVEL TIME TABLE Main Main Main Main Channel Channel Channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.04 197.74 .946E+01 0.0 0.33 0.08 197.77 .241E+02 0.0 0.48 0.11 197.81 .438E+02 0.0 0.59 0.15 197.85 .699E+02 0.1 0.69 0.19 197.89 .133E+03 0.2 0.71 0.23 197.93 .247E+03 0.3 0.72 0.27 197.97 .425E+03 0.5 0.72 0.31 198.01 .708E+03 0.9 0.75 0.35 198.05 .109E+04 1.4 0.79 0.39 198.08 .158E+04 2.2 0.84 0.43 198.12 .214E+04 3.2 0.92 0.47 198.16 .275E+04 4.5 1.01 0.51 198.20 .339E+04 6.1 1.09 0.54 198.24 .408E+04 7.9 1.18 0.58 198.28 .482E+04 9.9 1.25 0.62 198.32 .560E+04 12.2 1.33 0.66 198.36 .642E+04 14.7 1.40 0.70 198.40 .737E+04 15.5 1.28 0.74 198.44 .879E+04 17.4 1.21 INFLOW : ID= OUTFLOW: ID= > TRAV.TIME (min) 31.30 21.42 17.17 14.83 14.29 14.20 14.15 13.66 12.96 12.18 11.06 10.10 9.31 8.66 8.12 7.66 7.27 7.93 8.44 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 52117) 16.65 0.53 13.17 43.00 0.27 0.72 1 ( 52511) 16.65 0.51 13.42 43.00 0.27 0.72 1 ADD HYD ( 52908)1 over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 5.00 1.99 5.00 0.31 0.10 12.08 125.20 127.20 0.98 15.00 (ii) 10.25 (ii) 15.00 0.09 0.10 12.17 42.47 127.20 0.33 WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.192 (iii) 12.08 59.01 127.20 0.46 1 ADD +YD2 ( 42901) ID1= 1 ( 42101): + ID2= 2 ( 42501): AREA (ha) 1.19 27.83 QPEAK TPEAK R.V.. (cms) (hrs) (mm) 0.192 12.08 59.01 2.755 12.17 53.18 ID = 3 ( 42901): 29.01 2.880 12.17 53.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 52116) ID= 1 DT= 5.0 min Ia (mm)= Area (ha)= U.H. Tp(hrs)= 51.17 Curve Number (CN)= 58.0 7.66 # of Linear Res.(N)= 3.00 0.49 Unit Hyd Qpeak (cms)= 3.964 PEAK FLOW (cms)= 3.192 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 47.085 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.370 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 52117) 1IC 1 DT= 5.0 min Area (ha)= Ia (mm). U.H. Tp(hrs)= 16.65 8.75 1.08 Unit Hyd Qpeak (cms)= 0.588 PEAK FLOW (cms)= 0.529 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 43.002 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.338 Curve Number (CN)= 55.0 # of Linear Res.(N)= 3.00 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 52116): 51.17 3.192 12.50 47.09 + ID2= 2 ( 52511): 16.65 0.511 13.42 43.00 ID = 3 ( 52908): 67.81 3.434 12.50 46.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 52509)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 0.00 199.73 11.52 196.77 19.19 196.12 26.39 196.13 28.53 196.03 42.76 195.95 49.86 195.87 57.87 195.79 63.56 195.96 64.97 195.99 69.25 195.95 72.42 196.09 76.31 196.02 77.66 195.57 77.96 195.57 79.31 196.02 81.11 196.54 83.41 196.79 88.41 196.98 129.53 200.70 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 > Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 195.72 .271E+02 0.1 0.67 6.00 0.30 195.87 .179E+03 0.4 0.60 6.71 0.45 196.02 .107E+04 2.4 0.55 7.31 0.68 196.25 .419E+04 15.8 0.91 4.42 0.91 196.48 .778E+04 41.6 1.29 3.12 1.15 196.71 .116E+05 77.2 1.61 2.50 1.38 196.94 .157E+05 123.2 1.90 2.12 1.61 197.17 .201E+05 180.8 2.17 1,85 1.84 197.41 .247E+05 248.7 2.43 1.65 2.07 197.64 .295E+05 326.9 2.67 1.50 2.31 197.87 .345E+05 415.2 2.90 1.38 2.54 198.10 .397E+05 513.8 3.12 1.29 2.77 198.33 .450E+05 622.8 3.33 1.21 3.00 198.57 .506E+05 742.3 3.54 1.14 3.23 198.80 .564E+05 872.5 3.73 1.08 3.46 199.03 .623E+05 1013.5 3.92 1.03 3.70 199.26 .685E+05 1165.5 4.10 0.98 3.93 199.49 .748E+05 1328.7 4.28 0.94 4.16 199.73 .814E+05 1503.2 4.45 0.90 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL INFLOW : ID= 2 ( 52908) 67.81 (cms)34 (hrs)25 46 08 0.47 (0.57 OUTFLOW: ID= 1 ( 52509) 67.81 3.33 12.67 46.08 0.47 0.56 CALIB 1 NASHYD ( 52114)1 Area (ha)= 5.23 Curve Number (CN)= 46.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.27 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.81 Unit Hyd Qpeak (cms)- 0.246 PEAK FLOW (cms)= 0.162 (1) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 34.400 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.270 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 RESERVOIR( 52402)1 IN= 2---> OUT= 1 1 DT= 5.0 min 1 OVERFLOW IS OFF OUTFLOW STORAGE (cms) (ha.m.) 0.0000 0.0000 0.0323 0.0244 0.0912 0.0495 INFLOW : ID= 2 ( 52114) OUTFLOW: ID= 1 ( 52402) OUTFLOW STORAGE (cms) (ha.m.) 0.3004 0.0752 0.7410 0.1015 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.232 0.162 12.83 34.40 5.232 0.104 13.75 34.37 PEAK FLOW REDUCTION [gout/Qin](%)= 64.35 TIME SHIFT OF PEAK FLOW (min)= 55.00 MAXIMUM STORAGE USED (ha.m.)- 0.0511 ROUTE CHN( 52510)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .820E+00 0.0 0.20 15.58 0.07 0.07 .328E+01 0.0 0.31 9.82 0.10 0.10 .738E+01 0.0 0.41 7.49 0.13 0.13 .131E+02 0.0 0.50 6.18 0.17 0.17 .205E+02 0.1 0.58 5.33 0.20 0.20 .295E+02 0.1 0.65 4.72 0.23 0.23 .402E+02 0.2 0.72 4.26 0.27 0.27 .524E+02 0.2 0.79 3.90 0.30 0.30 .664E+02 0.3 0.85 3.60 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .571E+00 0.0 0.20 10.67 0.07 0.07 .228E+01 0.0 0.32 6.72 0.10 0.10 .514E+01 0.0 0.42 5.13 0.13 0.13 .914E+01 0.0 0.51 4.24 0.17 0.17 .143E+02 0.1 0.59 3.65 0.20 0.20 .206E+02 0.1 0.66 3.23 0.23 0.23 .280E+02 0.2 0.73 2.92 0.27 0.27 .365E+02 0.2 0.80 2.67 0.30 0.30 .462E+02 0.3 0.87 2.47 0.33 0.33 .571E+02 0.4 0.93 2.30 0.37 0.37 .709E+02 0.6 1.05 2.04 0.41 0.41 .868E+02 0.8 1.14 1.88 0.44 0.44 .105E+03 1.0 1.21 1.78 0.48 0.48 .125E+03 1.2 1.26 1.70 0.52 0.52 .147E+03 1.5 1.30 1.65 0.56 0.56 .172E+03 1.8 1.33 1.61 0.59 0.59 .198E+03 2.1 1.36 1.58 0.63 0.63 .227E+03 2.4 1.38 1.55 0.67 0.67 .258E+03 2.8 1.40 1.53 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52401) 2.89 0.04 13.50 32.95 0.14 0.52 OUTFLOW: ID= 1 ( 52508) 2.89 0.04 13.58 32.94 0.14 0.52 CALIB 1 NASHYD ( 52113)1 Area (ha)= 1.36 Curve Number (CN)= 41.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.91 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.35 Unit Hyd Qpeak (cms)= 0.147 PEAK FLOW (cms)= 0.065 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 29.346 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.231 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 52907)1 I 1+ 2= 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 52113): 1.36 0.065) 12.33cms rs) 29.35) + ID2= 2 ( 52508): 2.89 0.041 13.58 32.94 ID = 3 ( 52907): 4.25 0.076 12.42 31.79 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 0.33 0.33 .820E+02 0.4 0.92 3.36 0.37 0.37 .102E+03 0.6 1.03 2.98 0.41 0.41 .125E+03 0.8 1.12 2.75 0.44 0.44 .150E+03 1.0 1.19 2.59 0.48 0.48 .179E+03 1.2 1.24 2.49 0.52 0.52 .211E+03 1.5 1.28 2.41 0.56 0.56 .246E+03 1.7 1.31 2.35 0.59 0.59 .284E+03 2.1 1.34 2.30 0.63 0.63 .326E+03 2.4 1.36 2.26 0.67 0.67 .370E+03 2.8 1.38 2.23 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52402) 5.23 0.10 13.75 34.37 0.20 0.65 OUTFLOW: ID= 1 ( 52510) 5.23 0.10 13.83 34.36 0.20 0.65 CALIB NASHYD ( 52115) Area (ha)= 2.89 Curve Number (CN)= 45.0 IID= 1 DT= 5.0 min Ia (mm)= 8.07 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.48 Unit Hyd Qpeak (cms)= 0.231 PEAK FLOW (cms)= 0.125 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 33.035 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.260 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 RESERVOIR( 52401)1 OVERFLOW I5 OFF IN= 2---> OUT= 1 1 DT= 5.0 min 1 OUTFLOW STORAGE (cms) (ha.m.) 0.0000 0.0000 0.0323 0.0331 0.0912 0.0671 INFLOW : ID= 2 ( 52115) OUTFLOW: ID= 1 ( 52401) OUTFLOW STORAGE (cms) (ha.m.) 0.3004 0.1019 0.7410 0.1376 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2,889 0.125 12.50 33.03 2.889 0.041 13.50 32.95 PEAK FLOW REDUCTION [Qout/Qin](%)= 32.69 TIME SHIFT OF PEAK FLOW (min)= 60.00 MAXIMUM STORAGE USED (ha.m,)= 0.0381 1 ROUTE CHN( 52508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 1 ADD HYD ( 52907)1 1 3 + 2 = 1 AREA ((PEAK TPEAK R.V. a cms rsID1= 3 ( 52907): 4.25 0.076) 12.42) 31.79) + ID2= 2 ( 52509): 67.81 3.327 12.67 46.08 --------------_------------------- ID = 1 ( 52907): 72.07 3.396 12.67 45.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 52907) 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ha cms rs mm ID1= 1 ( 52907): 72 07 3.396) 12.67) 45.24) + ID2= 2 ( 52510): 5.23 0.104 13.83 34.36 ID = 3 ( 52907): 77.30 3.426 12.67 44.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52507)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 52.12 190.24 0.0400 54.48 189.97 0.0400 58.19 190.01 0.0400 60.19 189.87 0.0400 67.50 190.01 0.0400 68.55 189.87 0.0400 71.60 188.45 0.0400 72.32 188.38 0.0400 /0.0350 Main Channel 73.70 188.31 0.0350 Main Channel 75.00 188.35 0.0350 Main Channel 75.32 188.42 0.0350 /0.0600 Main Channel 78.78 188.90 0.0600 79.79 188.89 0.0600 83.67 188.56 0.0600 121.38 189.29 0.0600 148.68 189.17 0.0600 173.11 189.63 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 188.34 .105E+02 0.0 0.32 16.85 0.07 188.38 .385E+02 0.1 0.55 9.64 0.15 188.45 .118E+03 0.4 0.99 5.36 0.22 188.53 .219E+03 0.9 1.32 4.03 0.29 188.60 .354E+03 1.7 1.49 3.57 0.37 188.67 .603E+03 2.8 1.47 3.63 0.44 188.75 .976E+03 4.4 1.44 3.70 0.51 188.82 .147E+04 6.7 1.44 3.69 0.59 188.89 .209E+04 9.6 1.47 3.62 0.66 188.97 .284E+04 13.6 1.52 3.49 0.73 189.04 .369E+04 18.5 1.60 3.33 0.81 189.11 .462E+04 24.3 1.68 3.17 0.88 189.19 .566E+04 29.9 1.68 3.16 0.95 189.26 .713E+04 34.8 1.56 3.41 1.03 189.33 .908E+04 45.0 1.58 3.36 1.10 189.41 .112E+05 59.0 1.69 3.16 1.17 189.48 .134E+05 75.0 1.79 2.97 1.25 189.55 .157E+05 93.0 1.89 2.81 1.32 189.63 .181E+05 112.9 2.00 2.67 62.63 185.93 0.0600 69.33 186.07 0.0600 70.28 186.12 0.0600 73.08 185.73 0.0600 73.53 185.55 0.0600 /0.0350 74.80 185.25 0,0350 80.85 186.17 0.0400 85.18 186.28 0.0400 Main Channel Main Channel INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 52907) 77.30 3.43 12.67 44.50 0.40 1.46 ID= 1 ( 52507) 77.30 3.39 12.75 44.50 0.40 1.46 CALIB NASHYD ( 52112) ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.437 PEAK FLOW (cms)= 0.242 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 33.908 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.267 5.23 Curve Number (CN)= 46.0 8.27 # of Linear Res.(N)= 3.00 0.46 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 52906)1 1 + 2 = 3 ID1= 1 ( 52112): + ID2= 2 ( 52507): AREA (ha) 5.23 77.30 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.242 12.42 33.91 3.393 12.75 44.50 ID = 3 ( 52906): 82.53 3.605 12.67 43.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation 0.00 186.10 5.81 185.91 14.47 185.85 17.70 185.97 17.99 186.04 25.13 185.91 26.15 186.01 43.23 185.74 48.47 185.85 52.08 185.74 56.93 185.74 62.37 185.97 Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Unit Hyd Qpeak (cms)= 1.858 PEAK FLOW (cms)= 1.949 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 49.677 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.391 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 52111) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 79.79 Curve Number (CN)= 62.0 7.00 # of Linear Res.(N)= 3.00 1.65 Unit Hyd Qpeak (cms)= 1.845 PEAK FLOW (cms)= 2.267 (i) TIME TO PEAK (hrs)= 13.833 RUNOFF VOLUME (mm)= 52.371 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.412 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 52516)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) Distance 0.00 20.40 38.31 44.76 51.21 57.25 60.53 67.10 73.57 73.66 75.00 76.62 76.83 82.74 83.46 87.37 107.20 112.66 134.82 149.08 Elevation Manning 199.43 0.0400 199.24 198.82 198.51 197.93 197.65 197.56 197.74 197.84 197.79 197.37 197.76 197.84 198.84 198.63 198.30 199.24 199.48 199.94 200.22 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 197.46 .382E+02 0.0 0.36 54.62 0.19 197.56 .153E+03 0.1 0.56 34.41 0.28 197.65 .694E+03 0.3 0.52 37.12 0.38 197.75 .199E+04 1.1 0.63 30.61 0.47 197.84 .411E+04 2.6 0.74 26.39 0.59 197.95 .745E+04 6.4 0.99 19.52 Main Main Main Main Main Channel Channel Channel Channel Channel TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m (cms) (m/s) 0.04 185.30 .287E+0.) 1 0.0 0.19 0.09 185.34 .115E+02 0.0 0.31 0.13 185.38 .258E+02 0.0 0.41 0.17 185.42 .459E+02 0.1 0.49 0.21 185.47 .717E+02 0.1 0.57 0.26 185.51 .103E+03 0.2 0.64 0.30 185.55 .141E+03 0.3 0.71 0.35 185.60 .186E+03 0.5 0.81 0.39 185.64 .236E+03 0.7 0.88 0.44 185.69 .292E+03 1.0 0.96 0.48 185.73 .354E+03 1.3 1.02 0.53 185.78 .518E+03 1.6 0.90 0.57 185.83 .795E+03 2.2 0.78 0.62 185.87 .118E+04 2.9 0.71 0.66 185.92 .172E+04 3.9 0.66 0.71 185.96 .242E+04 5.3 0.64 0.75 186.01 .327E+04 7.2 0.63 0.80 186.05 .423E+04 9.7 0.66 0.84 186.10 .526E+04 12.7 0.70 INFLOW : ID= 2 ( 52906) OUTFLOW: ID= 1 ( 52505) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 82.53 3.61 12.67 43.83 82.53 3.47 12.83 43.83 TRAV.TIME (min) 24.67 15.54 11.86 9.79 8.44 7.47 6.74 5.97 5.43 5.03 4.71 5.33 6.13 6.78 7.31 7.57 7.58 7.30 6.88 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.65 0.67 0.64 0.68 CALIB NASHYD ( 52105) 1ID= 1 DT= 5.0 min Area (ha)= 14.05 Curve Number (CN)= 42.0 is (mm)= 7.52 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.71 Unit Hyd Qpeak (cms)= 0.753 PEAK FLOW (cms)= 0.421 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 30.446 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.239 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 52110) SID= 1 DT= 5.0 min Area (ha)= 52.35 Ia (mm)= 7.34 U.H. Tp(hrs)= 1.08 Curve Number (CN)= 60.0 # of Linear Res.(N)= 3.00 0.70 198.07 .111E+05 11.7 1.23 15.81 0.81 198.18 .150E+05 18.4 1.43 13.55 0.93 198.30 .192E+05 26.6 1.62 12,02 1.04 198.41 .238E+05 35.9 1.76 11.05 1.16 198.52 .292E+05 47.0 1.87 10.36 1.27 198.64 .355E+05 59.4 1.95 9.96 1.38 198.75 .426E+05 74.2 2.03 9.57 1.50 198.87 .505E+05 90.2 2.08 9.33 1.61 198.98 .593E+05 107.6 2.11 9.18 1.72 199.09 .691E+05 128.3 2.16 8.97 1.84 199.21 .799E+05 152.5 2.22 8.73 1.95 199.32 .919E+05 174.2 2.21 8.79 2.07 199.43 .106E+06 200.0 2.20 8.81 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 (. 52111) 79.79 2.27 13.83 52.37 0.45 0.71 ID= 1 ( 52516) 79.79 2.16 14.25 52.37 0.45 0.70 IADD HYD ( 52909)1 1 + 2 = 3 ID1= 1 ( 52110): + ID2= 2 ( 52516): AREA (ha) 52.35 79.79 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.949 13.17 49.68 2.163 14.25 52.37 ID = 3 ( 52909): 132.14 3.689 13.67 51.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52515)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 0.00 199.43 20.40 199.24 38.31 198.82 44.76 198.51 51.21 197.93 57.25 197.65 60.53 197.56 67.10 197.74 73,57 197.84 73,66 197.79 75.00 197.37 76.62 197.76 76.83 197.84 82.74 198.84 83.46 198.63 87.37 198.30 107.20 199.24 112.66 199.48 134.82 199.94 149.08 200.22 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 Main Channel Main Channel Main Channel Main Channel Main channel TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 197.46 .275E+02 0.0 0.50 27.98 0.19 197.56 .110E+03 0.1 0.79 17.63 0.28 197.65 .499E+03 0.4 0.73 19.02 0.38 197.75 .143E+04 1.5 0.89 15.68 0.47 197.84 .295E+04 3.6 1.03 13.52 0.59 197.95 .535E+04 8.9 1.40 10.00 0.70 198.07 .797E+04 16.4 1.72 8.10 0.81 198.18 .108E+05 25.9 2.01 6.94 0.93 198.30 .138E+05 37.3 2.27 6.16 1.04 198.41 .171E+05 50.4 2.47 5.66 1.16 198.52 .210E+05 66.0 2.63 5.31 1.27 198.64 .255E+05 83.4 2.74 5.10 1.38 198.75 .306E+05 104.0 2.85 4.90 1.50 198.87 .363E+05 126.5 2.92 4.78 1.61 198.98 .426E+05 151.0 2.97 4.70 1.72 199.09 .497E+05 180.1 3.04 4.60 1.84 199.21 .574E+05 213.9 3.12 4.47 1.95 199.32 .660E+05 244.4 3.10 4.50 2.07 199.43 .760E+05 280.6 3.09 4.51 INFLOW : ID= 2 ( 52909) OUTFLOW: ID= 1 ( 52515) AREA (ha) 132.14 132.14 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.69 13.67 51.30 3.65 13.92 51.30 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.47 1.03 0.47 1.03 CALIB NASHYD ( 52107)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 11.31 Curve Number (CN)= 6.76 # of Linear Res.(N)= 0.70 Unit Hyd Qpeak (cms)= 0.621 PEAK FLOW (cms)= 0.541 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 46.484 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.365 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 57.0 3.00 CALIB NASHYD ( 52108) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 35.97 curve Number (CN)= 7.62 # of Linear Res.(N)= 1.03 Unit Hyd Qpeak (cms)= 1.329 PEAK FLOW (cms)= 1.200 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 43.675 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.343 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 55.0 3.00 0.62 201.30 0.66 201.34 .184E+05 .208E+05 INFLOW : ID= 2 ( 52109) OUTFLOW: ID= 1 ( 52514) AREA (ha) 15.00 15.00 22.8 1.30 26.9 1.35 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.54 13.00 44.88 0.45 13.58 44.84 13.40 12.88 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.13 0.45 0.13 0.43 1 ADD HYD ( 52912)1 1 + 2 = 3 ID1= 1 ( 52108): + ID2= 2 ( 52514): AREA (ha) 35.97 15.00 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.200 13.08 43.68 0.448 13.58 44.84 ID = 3 ( 52912): 50.98 1.609 13.25 44.02 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52517)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.90 190.30 0.0600 19.39 187.89 0.0600 /0.0350 20.14 187.79 0.0350 21.72 187.73 0.0350 22.06 187.65 0.0350 22.47 187.66 0.0350 23.39 188.01 0.0350 /0.0400 25.59 188.80 0.0400 26.94 188.95 0.0400 27.47 188.87 0.0400 30.75 189.14 0.0400 31.05 189.02 0.0400 31.63 188.90 0.0400 33.84 188.69 0.0400 34.88 188.78 0.0400 35.16 188.90 0.0400 38.44 188.50 0.0400 41.73 188.36 0.0400 59.65 188.37 0.0400 69.65 188.57 0.0400 Main Channel Main Channel Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 187.70 .158E+02 0.0 0.31 35.35 0.10 187.74 .437E+02 0.0 0.41 26.37 0.15 187.79 .106E+03 0.1 0.45 24.14 0.19 187.84 .198E+03 0.2 0.61 17.91 0.24 187.89 .307E+03 0.3 0.74 14.77 0.29 187.94 .432E+03 0.6 0.89 12.28 0.34 187.99 .572E+03 0.9 1.01 10.81 0.39 188.04 .726E+03 1.2 1.12 9.73 0.44 188.09 .895E+03 1.7 1.23 8.89 0.49 188.13 .108E+04 2.2 1.32 8.27 CALIB 1 NASHYD ( 52109) In. 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 15.00 Curve Number (CN)= 56.0 7.49 # of Linear Res.(N)= 3.00 0.97 Unit Hyd Qpeak (cms)= 0.592 PEAK FLOW (cms)= 0.542 (i) TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 44.883 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.353 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 52514)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 202.52 0.0400 4.96 202.43 0.0400 8.83 201.69 0.0400 44.04 201.13 0.0400 48.15 201.32 0.0400 49.72 200.86 0.0400 49.76 200.86 0.0400 /0.0350 51.76 200.68 0.0350 52.17 200.72 0.0350 52.76 200.89 0.0350 /0.0400 53.78 201.16 0.0400 56.05 201.11 0.0400 57.41 200.85 0.0400 73.74 200.68 0.0400 79.00 201.06 0.0400 87.58 201.15 0.0400 88.26 201.22 0.0400 91.99 201.30 0.0400 92.37 201.25 0.0400 94.94 201.34 0.0400 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 200.71 .619E+02 0.0 0.16 106.66 0.06 200.74 .248E+03 0.1 0.26 66.25 0.09 200.77 .554E+03 0.2 0.34 50.50 0.12 200.80 .979E+03 0.4 0.42 41.75 0.15 200.83 .152E+04 0.7 0.48 36.03 0.18 200.86 .218E+04 1.2 0.56 30.84 0.22 200.90 .304E+04 2.0 0.69 25.37 0.25 200.93 .394E+04 3.0 0.79 21.91 0.29 200.97 .488E+04 4.2 0.89 19.51 0.33 201.01 .585E+04 5.5 0.98 17.72 0.37 201.05 .686E+04 7.0 1.07 16.32 0.40 201.08 .793E+04 8.4 1.10 15.80 0.44 201.12 .915E+04 9.6 1.10 15.82 0.48 201.16 .106E+05 11.3 1.11 15.68 0.51 201.19 .123E+05 13.9 1.18 14.70 0.55 201.23 .141E+05 16.8 1.24 13.98 0.59 201.27 .161E+05 19.7 1.27 13.66 0.54 0.58 0.63 0.68 0.73 0.78 0.83 0.88 0.93 INFLOW : OUTFLOW: 188.18 188.23 188.28 188.33 188.38 188.43 188.48 188.52 188.57 .128E+04 .149E+04 .172E+04 .197E+04 .235E+04 .327E+04 .433E+04 .551E+04 .679E+04 2.7 1.40 7.79 3.4 1.47 7.40 4.1 1.54 7.08 4.8 1.60 6.80 5.6 1.55 7.03 6.9 1.38 7.89 8.7 1.32 8.28 10.9 1.30 8.38 13.6 1.31 8.30 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 52912) 50.98 1.61 13.25 44.02 0.43 1.21 ID= 1 ( 52517) 50.98 1.60 13.33 44.02 0.43 1.20 1 ADD HYD ( 52910)1 1 + 2 = 3 ID1= 1 ( 52107): + ID2= 2 (52517) : AREA (ha) 11.31 50.98 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.541 12.75 46.48 1.597 13.33 44.02 ID = 3 ( 52910): 62.29 2.007 13.17 44.46 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52513)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 63.16 187.22 0.0600 70.08 186.49 0.0600 72.19 186.32 0.0600 73.71 186.06 0.0600 /0.0350 74.63 185.89 0.0350 74.94 185.73 0.0350 75.37 185.70 0.0350 75.73 185.76 0.0350 76.26 186.04 0.0350 /0.0600 77.30 186.46 0.0600 78.55 186.50 0.0600 79.51 186.10 0.0600 103.88 186.36 0.0600 106.36 186.13 0.0600 113.42 186.10 0.0600 119.71 186.32 0.0600 121.28 186.56 0.0600 123.38 186.35 0.0600 138.05 186.53 0.0600 142.88 187.33 0.0600 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.07 185.77 .368E+01 0.0 0.28 0.14 185.84 .104E+02 0.0 0.47 0.20 185.91 .190E+02 0.1 0.59 TRAV.TIME (min) 5.79 3.50 2.80 0.27 185.97 .305E+02 0.2 0.34 186.04 .451E+02 0.3 0.42 186.13 .772E+02 0.6 0.51 186.21 .235E+03 1.3 0.59 186.29 .495E+03 2.7 0.68 186.38 .856E+03 4.9 0.76 186.46 .131E+04 8.1 0.84 186.55 .184E+04 12.5 0.93 186.63 .242E+04 18.8 1.01 186.72 .300E+04 26.1 1.10 186.80 .360E+04 34.4 1.18 186.88 .421E+04 43.8 1.27 186.97 .482E+04 54.1 1.35 187.05 .545E+04 65.3 1.43 187.14 .609E+04 77.5 1.52 187.22 .674E+04 90.5 0.67 0.75 0.81 0.56 0.53 0.56 0.61 0.67 0.76 0.86 0.94 1.02 1.10 1.18 1.25 1.32 2.46 2.19 2.02 2.93 3.07 2.92 2.68 2.45 2.15 1.92 1.74 1.60 1.49 1.39 1.31 1.24 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52910) 62.29 2.01 13.17 44.46 0.55 0.55 OUTFLOW: ID= 1 ( 52513) 62.29 2.00 13.25 44.46 0.55 0.55 CALIB 1 STANDHYD ( 52106)1 Area (ha)= 9.60 ID= 1 DT= 5.0 min Total Imp(%)= 20.40 Dir. Conn.(%)= 19.50 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.96 7.64 Dep. Storage (mm)= 2.00 7.61 Average Slope (%)= 2.00 2.00 Length (m)= 252.97 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 52.45 5.00 15.00 3.03 (ii) 12.17 (ii) 5.00 15.00 0.27 0.09 0.81 12.08 125.20 127.20 0.98 0.66 12.17 35.55 127.20 0.28 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 47.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.355 (iii) 12.08 53.03 127.20 0.42 1 ADD HYD ( 52911)1 1.22 184.83 .107E+04 17.4 1.29 1.03 1.32 184.93 .145E+04 25.0 1.37 0.97 1.41 185.02 .190E+04 34.1 1.43 0.93 1.50 185.11 .243E+04 45.8 1.51 0.88 1.60 185.21 .301E+04 59.3 1.57 0.84 1.69 185.30 .365E+04 75.0 1.64 0.81 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52911) 204.02 5.55 13.58 49.30 0.96 1.56 OUTFLOW: ID= 1 ( 52512) 204.02 5.55 13.67 49.30 0.96 1.56 1 ADD HYD ( 52905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ha (cms rsID1= 1 ( 52105): 14 05 0.421) 12.75) 30.45) + ID2= 2 ( 52505): 82.53 3.470 12.83 43.83 ID = 3 ( 52905): 96.58 3.887 12.83 41.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 52905)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. a) ID1= 3 ( 52905): 96.58 3.887) 12.83cms rs) 41.88) + ID2= 2 ( 52512): 204.02 5.549 13.67 49.30 ID = 1 ( 52905): 300.60 8.543 13.17 46.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 19.30 185.30 0.0600 30.76 185.13 0.0600 35.16 184.94 0.0600 36.85 184.88 0.0600 39.96 184.40 0.0600 42.77 185.02 0.0600 51.39 184.97 0.0600 51.94 184.46 0.0600 /0.0350 Main channel 54.49 183.61 0.0350 Main Channel 54.79 183.61 0.0350 Main Channel 57.34 184.46 0.0350 /0.0400 Main channel 58.19 184.60 0.0400 59.40 184.74 0.0400 64.67 184.73 0.0400 65.08 184.69 0.0400 76.90 184.57 0.0400 88.54 184.60 0.0400 91.65 184.44 0.0400 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 52106): 9.60 1.355 12.08 53.03 + 1D2= 2 ( 52513): 62.29 2.004 13.25 44.46 ID = 3 ( 52911): 71.89 2.129 13.17 45.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 52911)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) cms rs mm ID1= 3 ( 52911): 71.89 2.129) 13.17) 45.61) + ID2= 2 ( 52515): 132.14 3.654 13.92 51.30 ID = 1 ( 52911): 204.02 5.552 13.58 49.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 52512)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 19.30 185.30 0.0600 30.76 185.13 0.0600 36.85 184.88 0.0600 39.96 184.40 0.0600 40.82 184.65 0.0600 42.77 185.02 0.0600 51.39 184.97 0.0600 51.94 184.46 0.0600 /0.0350 Main Channel 54.49 183.61 0.0350 Main Channel 54.79 183.61 0.0350 Main Channel 57.34 184.46 0.0350 /0.0400 Main channel 58.19 184.60 0.0400 59.40 184.74 0.0400 64.67 184.73 0.0400 65.08 184.69 0.0400 76.44 184.58 0.0400 88.54 184.60 0.0400 91.65 184.44 0.0400 95.43 184.82 0.0400 112.91 185.36 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 183.69 .376E+01 0.0 0.40 3.34 0.17 183.78 .110E+02 0.1 0.58 2.27 0.26 183.86 .217E+02 0.2 0.74 1.80 0.34 183.95 .358E+02 0.4 0.87 1.52 0.43 184.03 .534E+02 0.7 1.00 1.33 0.51 184.12 .744E+02 1.0 1.12 1.19 0.60 184.20 .989E+02 1.5 1.23 1.08 0.68 184.29 .127E+03 2.1 1.34 1.00 0.77 184.37 .158E+03 2.9 1.44 0.92 0.85 184.46 .195E+03 3.7 1.52 0.87 0.94 184.55 .260E+03 5.2 1.60 0.83 1.04 184.65 .428E+03 7.4 1.37 0.97 1.13 184.74 .716E+03 11.2 1.25 1.06 95.43 112.91 184.82 0.0400 185.36 0.0400 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 183.69 .103E+02 0.0 0.35 10.41 0.17 183.78 .302E+02 0.1 0.52 7.09 0.26 183.86 .596E+02 0.2 0.65 5.62 0.34 183.95 .984E+02 0.3 0.77 4.74 0.43 184.03 .147E+03 0.6 0.88 4.15 0.51 184.12 .205E+03 0.9 0.99 3.71 0.60 184.20 .272E+03 1.3 1.08 3.37 0.68 184.29 .349E+03 1.9 1.18 3.10 0.77 184.37 .435E+03 2.5 1.27 2.88 0.85 184.46 .537E+03 3.3 1.34 2.72 0.94 184.55 .717E+03 4.6 1.41 2.60 1.04 184.65 .121E+04 6.6 1.20 3.06 1.13 184.74 .201E+04 10.0 1.10 3.33 1.22 184.83 .299E+04 15.5 1.14 3.22 1.32 184.93 .404E+04 22.3 1.21 3.02 1.41 185.02 .526E+04 30.3 1.26 2.89 1.50 185.11 .672E+04 40.7 1.33 2.75 1.60 185.21 .832E+04 52.6 1.39 2.63 1.69 185.30 .101E+05 66.5 1.44 2.53 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52905) 300.60 8.54 13.17 46.91 1.09 1.14 OUTFLOW: ID= 1 ( 52504) 300.60 8.52 13.25 46.91 1.09 1.14 CALIB STANDHYD ( 52104) Area (ha)= 2.91 1ID= 1 DT= 5.0 min Total Imp(%)= 30.20 Dir. Conn.(%)= 28.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.88 2.03 Dep. Storage (mm)= 2.00 9.75 Average Slope (%)= 1.00 2.00 Length (m)= 139.39 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- 155.69 30.21 5.00 15.00 2.61 (ii) 14.00 (ii) 5.00 15.00 0.29 0.08 PEAK FLOW (cms)= 0.35 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.10 12.17 22,42 127.20 0.18 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 33.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL *TOTALS* 0.437 (iii) 12.08 51.29 127.20 0.40 THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 52904) 303.51 8.55 13.25 46.96 0.85 3.70 OUTFLOW: ID= 1 ( 52503) 303.51 8.55 13.25 46.96 0.85 3.70 1 ADD HYD ( 52904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) (cms rs mm ID1= 1 ( 52104): 2.91 0.437) 12.08) 51.29) + 102= 2 ( 52504): 300.60 8.519 13.25 46.91 ID = 3 ( 52904): 303.51 8.551 13.25 46.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.50 0.0800 3.91 183.43 0.0800 8.15 183.27 0.0800 10.42 182.93 0.0800 13.81 183.27 0.0800 17.65 183.24 0.0800 18.76 183.40 0.0800 29.23 183.28 0.0800 34.41 182.74 0.0800 37.25 181.86 0.0800 /0.0350 Main Channel 39.50 181.21 0.0350 Main Channel 41.45 181.86 0.0350 /0.0800 Main channel 43.91 183.12 0.0800 45.04 183.25 0.0800 58.29 183.32 0.0800 70.17 183.19 0.0800 79.82 183.04 0.0800 85.18 182.74 0.0800 90.18 182.84 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 181.29 .132E+01 0.0 0.70 1.47 0.16 181.37 .527E+01 0.1 1.12 0.92 0.24 181.45 .119E+02 0.3 1.46 0.70 0.33 181.53 .211E+02 0.6 1.77 0.58 0.41 181.61 .330E+02 1.1 2.05 0.50 0.49 181.70 .475E+02 1.8 2.32 0.44 0.57 181.78 .646E+02 2.7 2.57 0.40 0.65 181.86 .844E+02 3.8 2.81 0.37 0.74 181.95 .109E+03 5.8 3.27 0.32 0.83 182.04 .136E+03 8.0 3.64 0.28 0.92 182.13 .165E+03 10.6 3.95 0.26 1.01 182.21 .197E+03 13.5 4.21 0.24 1.10 182.30 .232E+03 16.7 4.44 0.23 1.19 182.39 .269E+03 20.2 4.64 0.22 1.27 182.48 .309E+03 24.1 4.82 0.21 1.36 182.57 .351E+03 28.3 4.98 0.21 1.45 182.66 .395E+03 32.8 5.13 0.20 1.54 182.75 .443E+03 37.5 5.23 0.20 1.63 182.84 .515E+03 42.2 5.06 0.20 10.42 182.93 0.0800 13.81 183.27 0.0800 17.65 183.24 0.0800 18.76 183.40 0.0800 29.23 183.28 0.0800 34.41 182.74 0.0800 37.25 181.86 0.0800 /0.0350 Main Channel 39.50 181.21 0.0350 Main channel 41.45 181.86 0.0350 /0.0800 Main channel 43.91 183.12 0.0800 45.04 183.25 0.0800 58.29 183.32 0.0800 70.17 183.19 0.0800 79.82 183.04 0.0800 85.18 182.74 0.0800 90.18 182.84 0.0800 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 181.29 .193E+01 0.0 0.59 2.57 0.16 181.37 .772E+01 0.1 0.93 1.62 0.24 181.45 .174E+02 0.2 1.22 1.24 0.33 181.53 .309E+02 0.5 1.48 1.02 0.41 181.61 .482E+02 0.9 1.71 0.88 0.49 181.70 .695E+02 1.5 1.93 0.78 0.57 181.78 .946E+02 2.2 2.14 0.70 0.65 181.86 .123E+03 3.2 2.34 0.64 0.74 181.95 .159E+03 4.8 2.73 0.55 0.83 182.04 .199E+03 6.7 3.04 0.50 0.92 182.13 .242E+03 8.8 3.29 0.46 1.01 182.21 .289E+03 11.2 3.51 0.43 1.10 182.30 .339E+03 13.9 3.71 0.41 1.19 182.39 .394E+03 16.9 3.87 0.39 1.27 182.48 .452E+03 20.1 4.02 0.37 1.36 182.57 .513E+03 23.6 4.16 0.36 1.45 182.66 .579E+03 27.4 4.28 0.35 1.54 182.75 .648E+03 31.2 4.36 0.35 1.63 182.84 .754E+03 35.2 4.22 0.36 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52903) 306.06 8.58 13.25 46.98 0.91 3.26 OUTFLOW: ID= 1 ( 52502) 306.06 8.59 13.25 46.98 0.91 3.27 CALIB NASHYD ( 52102)1 Area (ha)= 1.08 Curve Number (CN)- 53.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.44 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.22 Unit Hyd Qpeak (cms)- 0.192 PEAK FLOW (cms)= 0.109 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 42.087 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.331 CALIB STANDHYD ( 52103) Area (ha)= 2.55 ID= 1 DT= 5.0 min Total Imp(%)= 23.92 Dir. Conn.(%)= 23.92 IMPERVIOUS PERVIOUS Surface Area (ha)= 0.61 1.94 Dep. Storage (mm)= 2.00 8.49 Average Slope (%)= 1.00 2.00 Length (m)= 130.34 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (i) 155.69 33.65 5.00 15.00 2.51 (ii) 13.42 (ii) 5.00 15,00 0.29 0,08 PEAK FLOW (cms)= 0.26 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.11 12.17 25.57 127.20 0.20 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 37.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.355 (iii) 12.08 49.40 127.20 0.39 1 ADD HYD ( 52903)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V.. mm ID1- 1 ( 52103): 2.55 0.355) 12.08cms rs) 49� 0) + ID2= 2 ( 52503): 303.51 8.551 13.25 46.96 ID = 3 ( 52903): 306.06 8.579 13.25 46.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 52502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 183.50 0.0800 3.91 183.43 0.0800 8.15 183.27 0.0800 ADD HYD ( 52902)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 52102): 1.08 0.109 12.17 42.09 + ID2= 2 ( 52502): 306.06 8.586 13.25 46.98 ID = 3 ( 52902): 307.15 8.599 13.25 46.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 52501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 177.84 0.1000 0.39 177.84 0.1000 4.95 177.36 0.1000 7.38 177.33 0.1000 10.29 177.60 0.1000 15.63 177.37 0.1000 18.83 178.12 0.1000 19.82 178.16 0.1000 21.04 177.64 0.1000 /0.0350 Main Channel 22.02 177.29 0.0350 Main Channel 22.95 177.15 0.0350 Main Channel 24.54 177.32 0.0350 Main Channel 25.74 177.64 0.0350 /0.1000 Main Channel 28.33 178.29 0.1000 29.30 178.14 0.1000 33.28 178.04 0.1000 34.87 178.23 0.1000 36.74 178.32 0.1000 38.84 178.82 0.1000 63.49 179.12 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 177.19 .262E+01 0.0 0.18 23.94 0.07 177.22 .105E+02 0.0 0.29 15.08 0.11 177.26 .236E+02 0.0 0.38 11,51 0.14 177.29 .419E+02 0.1 0.46 9.43 0.18 177.33 .646E+02 0.1 0.55 7.91 0.21 177.36 .102E+03 0.2 0.58 7.53 0.25 177.40 .161E+03 0.3 0.57 7.67 0.28 177.43 .237E+03 0.5 0.56 7.77 0.32 177.47 .331E+03 0.7 0.56 7.79 0.35 177.50 .442E+03 1.0 0.56 7.75 0.39 177.54 .571E+03 1.2 0.57 7.67 0.42 177.57 .718E+03 1.6 0.58 7.55 0.46 177.61 .883E+03 2.0 0.59 7.39 0.49 177.64 .106E+04 2.5 0.61 7.12 0.53 177.68 .126E+04 3.1 0.65 6.68 0.57 177.72 .147E+04 3.9 0.69 6.32 0.61 177.76 .169E+04 4.7 0.73 6.02 0.65 177.80 .191E+04 5.5 0.76 5.75 0.69 177.84 .214E+04 6.4 0.79 5.55 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 52902) 307.15 8.60 13.25 46.96 0.69 0.79 OUTFLOW: ID= 1 ( 52501) 307.15 8.56 13.33 46.96 0.69 0.79 TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 30.639 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.241 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 52101) Area (ha)= 2.83 ID= 1 DT= 5.0 min Total Imp(%)= 26.50 Dir. Conn.(%)= 20.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.75 2.08 Dep. Storage (mm)= 2.00 9.70 Average Slope (%)= 1.00 2.00 Length (m)= 137.31 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 5.00 2.59 5.00 0.29 0.25 12.08 125.20 127.20 0.98 59.89 15.00 (ii) 11.25 (ii) 15.00 0.09 0.21 12.17 37.59 127.20 0.30 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 48.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.425 (iii) 12.08 55.37 127.20 0.44 IADD HYD ( 52901)1 1 + 2 = 3 ID1= 1 ( 52101): + 102= 2 ( 52501): AREA (ha) 2.83 307.15 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.425 12.08 55.37 8.556 13.33 46.96 ID = 3 ( 52901): 309.98 8.591 13.33 47.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASITYD ( 41102) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms). 0.454 PEAK FLOW (cms)= 0.193 (i) 3.14 curve Number (CN)= 43.0 9.12 # of Linear Res.(N)= 3.00 0.26 < 0.00 183.08 0.1000 1.81 183.15 0.1000 5.28 183.17 0.1000 7.88 183.00 0.1000 13.63 180.85 0.1000 /0.0350 14.57 180.58 0.0350 15.40 180.61 0.0350 16.63 180.82 0.0350 /0.1000 21.17 182.36 0.1000 23.19 182.47 0.1000 35.64 182.77 0.1000 37.35 183.20 0.1000 37.68 183.17 0.1000 40.35 182.65 0.1000 40.89 182.79 0.1000 41.40 182.94 0.1000 42.71 182.88 0.1000 43.11 182.93 0.1000 44.46 182.71 0.1000 DEPTH ELEV (m) (m) 0.12 180.70 0.24 180.82 0.38 180.96 0.52 181.10 0.66 181.24 0.80 181.38 0.94 181.52 1.08 181.66 1.22 181.80 1.36 181.94 1.50 182.08 1.64 182.22 1.78 182.36 1.92 182.50 2.06 182.64 2.20 182.78 2.34 182.92 2.48 183.06 2.62 183.20 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .128E+02 0.1 .392E+02 0.4 .821E+02 1.3 .135E+03 2.6 .199E+03 4.3 .272E+03 6.4 .356E+03 8.8 .450E+03 11.7 .554E+03 15.0 .668E+03 18.6 .793E+03 22.7 .928E+03 27.2 .107E+04 32.2 .124E+04 36.7 .148E+04 42.0 .180E+04 48.5 .220E+04 56.8 .264E+04 66.3 .316E+04 74.9 INFLOW : ID= 2 ( 41104) OUTFLOW: ID= 1 ( 41503) Main channel Main channel Main Channel Main channel VELOCITY (m/s) 0.66 1.00 1.47 1.78 2.00 2.17 2.30 2.41 2.51 2.59 2.66 2.73 2.79 2.74 2.64 2.50 2.40 2.33 2.20 TRAV.TIME (min) 2.36 1.55 1.05 0.87 0.77 0.71 0.67 0.64 0.62 0.60 0.58 0.57 0.56 0.56 0.59 0.62 0.64 0.66 0.70 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.04 1.05 12.08 53.48 0.34 1,29 7.04 1.01 12.08 53.48 0.34 1.27 ADD HYD ( 41903)1 1 + 2 = 3 ID1= 1 ( 41103): + ID2= 2 ( 41503): AREA (ha) 2.39 7.04 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.094 12.42 27.59 1.013 12.08 53.48 CALIB I NASHYD ( 41103) Area (ha)= IID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 0.217 PEAK FLOW (cms)- 0.094 () TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 27.588 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.217 2.39 Curve Number (CN)= 40.0 9.95 # of Linear Res.(N)= 3.00 0.42 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB I STANDHYD ( 41104) Area (ha)= 7.04 1ID= 1 DT= 5.0 min Total Imp(%)= 26.60 Dir. Conn.(%)= 25.10 IMPERVIOUS Surface Area (ha)= 1.87 Dep. Storage (mm)= 2.00 Average Slope (%)= 1.00 Length (m)= 216.63 Mannings n = 0.013 Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 storage Coeff. (min)= 3.40 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)- 0.26 PEAK FLOW (cms)= 0.76 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 PERVIOUS (i) 5.17 8.90 2.00 40.00 0.250 43.66 15.00 (ii) 13.23 (ii) 15.00 0.08 0.35 12.17 29.45 127.20 0.23 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 41.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.049 (iii) 12.08 53.48 127.20 0.42 ROUTE CHN( 41503)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning ROUTE CHN( 41502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) Elevation Manning 179.21 0.1000 179.30 0.1000 Distance 31.30 31.99 34.21 34.95 39.07 40.03 41.03 42.07 43.05 44.20 47.63 56.31 57.04 58.39 59.21 61.38 65.00 67.98 179.38 178.58 178.39 178.37 178.50 178.68 178.71 179.19 179.34 179.48 179.43 179.53 179.34 179.35 179.67 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.04 178.41 .472E+01 0.0 0.30 0.09 178.46 .127E+02 0.1 0.47 0.13 178.50 .232E+02 0.1 0.60 0.17 178.54 .367E+02 0.3 0.75 0.22 178.59 .523E+02 0.4 0.87 0.26 178.63 .700E+02 0.7 0.99 0.31 178.68 .901E+02 0.9 1.09 0.35 178.72 .115E+03 1.2 1.14 0.40 178.77 .144E+03 1.6 1.17 0.44 178.81 .176E+03 2.0 1.21 0.48 178.86 .211E+03 2.5 1.24 0.53 178.90 .248E+03 3.0 1.27 0.57 178.95 .288E+03 3.5 1.30 0.62 178.99 .331E+03 4.1 1.32 0.66 179.03 .376E+03 4.8 1.35 0.71 179.08 .423E+03 5.5 1.37 0.75 179.12 .474E+03 6.2 1.39 0.80 179.17 .527E+03 7.0 1.42 0.84 179.21 .584E+03 7.7 1.41 Main Channel Main Channel Main channel Main Channel INFLOW ID= 2 ( 41903) OUTFLOW: ID= 1 ( 41502) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 9.43 1.07 12.08 46.92 9.43 1.09 12.08 46.92 TRAV. TIME (min) 5.88 3.77 2.96 2.37 2.03 1.78 1.63 1.56 1.51 1.47 1.43 1.40 1.37 1.34 1.31 1.29 1.27 1.25 1,26 ‹-pipe / channel-> MAX DEPTH MAX VEL 0.33 (1.11 0.33 1.11 ID = 3 ( 41903): 9.43 1.065 12.08 46.92 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADDD +YD2 ( 41902) 1 = 3 ID1= 1 ( 41102): + ID2= 2 ( 41502): AREA (ha) 3.14 9.43 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.193 12.25 30.64 1.092 12.08 46.92 ID = 3 ( 41902): 12.57 1.245 12.08 42.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 41101) SID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 1.99 curve Number (CN)= 55.0 8.27 # of Linear Res.(N)= 3.00 0.31 ROUTE CHN( 41501)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA Distance 0.00 4.26 4.65 7.80 9.98 13.86 21.08 21.97 25.10 25.90 27.26 28.49 31.41 35.45 35.83 38.48 41.35 42.90 44.88 FOR SECTION ( Elevation 178.12 178.06 178.13 178.01 178.05 178.30 178.09 178.20 178.20 177.70 177.32 177.65 178.43 178.35 178.30 178.36 178.28 178.28 178.39 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0400 0.0400 0.0400 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE Main Main Main Channel Channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.06 177.37 .144E+01 0.0 0.19 0.11 177.43 .576E+01 0.0 0.30 0.17 177.48 .130E+02 0.0 0.40 0.22 177.54 .230E+02 0.1 0.48 0.28 177.59 .360E+02 0.2 0.56 0.33 177.65 .518E+02 0.3 0.63 0.39 177.71 .724E+02 0.4 0.74 0.45 177.77 .957E+02 0.6 0.85 0.51 177.83 .122E+03 0.9 0.94 0.57 177.89 .150E+03 1.2 1.02 0.63 177.95 .181E+03 1.5 1.08 0.69 178.01 .214E+03 1.9 1.13 0.75 178.07 .270E+03 2.3 1.10 0.81 178.13 .379E+03 2.8 0.96 0.87 178.19 .536E+03 3.5 0.84 0.93 178.25 .740E+03 4.3 0.76 0.99 178.31 .982E+03 5.3 0.70 1.05 178.37 .128E+04 6.6 0.67 1.11 178.43 .162E+04 8.3 0.67 INFLOW : ID= 2 ( 41902) OUTFLOW: ID= 1 ( 41501) TRAV.TIME (min) 11.30 7.12 5.43 4.48 3.86 3.42 2.93 2.54 2.30 2.13 2.01 1.91 1.98 2.26 2.56 2.85 3.09 3.21 3.24 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 12.57 1.24 12.08 42.85 0.58 1.03 12.57 1.19 12.08 42.85 0.57 1.02 0.40 0.40 .989E+03 3.8 3.00 4.29 0.50 0.50 .135E+04 5.9 3.39 3.80 0.60 0.60 .176E+04 8.5 3.75 3.44 0.70 0.70 .222E+04 11.7 4.08 3.16 0.80 0.80 .272E+04 15.4 4.39 2.94 0.90 0.90 .327E+04 19.8 4.68 2.75 1.00 1.00 .386E+04 24.8 4.97 2.59 1.11 1.11 .461E+04 32.6 5.47 2.35 1.22 1.22 .547E+04 41.4 5.85 2.20 1.33 1.33 .644E+04 51.1 6.13 2.10 1.44 1.44 .753E+04 61.8 6.35 2.03 1.56 1.56 .873E+04 73.6 6.51 1.98 1.67 1.67 .100E+05 86.4 6.64 1.94 1.78 1.78 .115E+05 100.2 6.75 1.91 1.89 1.89 .130E+05 115.2 6.83 1.88 2.00 2.00 .147E+05 131.2 6.91 1.86 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL ID= 2 ( 51155) 96.29 5.20 (hrs)29 60.90 0.46 (3.24 ID= 1 ( 51540) 96.29 5.19 13.00 60.90 0.46 3.24 CALIB NASHYD ( 51150)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.N. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.822 PEAK FLOW (cms)- 4.007 TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 71.890 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.565 52.76 7.24 0.71 (i) Curve Number (CN)= 76.0 # of Linear Res.(N)= 3.00 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51152)1 IID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.115 45.14 7.84 0.81 PEAK FLOW (cros)= 2.874 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 66.790 TOTAL RAINFALL (mm)- 127.200 RUNOFF COEFFICIENT = 0.525 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW Curve Number (CN)= 73.0 # of Linear Res.(N)= 3.00 IF ANY. Unit Hyd Qpeak (cms)= 0.248 PEAK FLOW (cms)= 0.161 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 43.272 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.340 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 41901)1 1 + 2 = 3 ID1= 1 ( 41101): + ID2= 2 ( 41501): AREA (ha) 1.99 12.57 QPEAK TPEAK R.V.. (cms) (hrs) (mm) 0.161 12.25 43.27 1.189 12.08 42.85 ID = 3 ( 41901): 14.56 1.330 12.17 42.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 51155) 1ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)- U.H. Tp(hrs)= 96.29 Curve Number (CN)= 69.0 8.00 # of Linear Res.(N)= 3.00 0.89 Unit Hyd Qpeak (cms)- 4.151 PEAK FLOW (cms)= 5.199 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 60.898 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.479 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 51540)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .178E+03 0.3 1.37 0.20 0.20 .402E+03 1.1 0.30 0.30 .672E+03 2.2 2.05 2.57 TRAV.TIME (min) 9.38 6.28 5.02 U.H. Tp(hrs)= 0.48 Unit Hyd Qpeak (cms)- 2.425 PEAK FLOW (cms)= 3.001 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 69.592 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.547 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51934)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51150): 52.76 4.007) 12.75cms rs) 71.89) + ID2= 2 ( 51152): 45.14 2.874 12.83 66.79 ID = 3 ( 51934): 97.90 6.863 12.75 69.54 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51934) 1 1D + 2 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51934): 97.90 6.863 12.75 69.54 + ID2= 2 ( 51153): 30.73 3.001 12.42 69.59 ID = 1 ( 51934): 128.63 9.516 12.67 69.55 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51934)1 1 + 2 = 3 ID1= 1 ( 51934): + ID2= 2 ( 51540): AREA (ha) 128.63 96.29 QPEAK TPEAK R..V. (cms) (hrs) (mm) 9.516 12.67 69.55 5.187 13.00 60.90 ID = 3 ( 51934): 224.92 14.338 12.75 65.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51539)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel CALIB NASHYD ( 51153) Area ID= 1 DT= 5.0 min Ia (ha)= 30.73 Curve Number (CN)= 75.0 (mm)= 8.12 # of Linear Res.(N)= 3.00 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .571E+02 0.3 1.15 3.59 0.20 0.20 .129E+03 0.9 1.72 2.41 0.30 0.30 .216E+03 1.9 2.15 1.92 0.40 0.40 .318E+03 3.2 2.52 1.64 0.50 0.50 .434E+03 5.0 2.84 1.45 0.60 0.60 .566E+03 7.2 3.14 1.32 0.70 0.70 .712E+03 9.8 3.42 1.21 0.80 0.80 .873E+03 12.9 3.68 1.12 0.90 0.90 .105E+04 16.6 3.93 1.05 1.00 1.00 .124E+04 20.8 4.16 0.99 1.11 1.11 .148E+04 27.4 4.59 0.90 1.22 1.22 .176E+04 34.7 4.91 0.84 1.33 1.33 .207E+04 42.9 5.14 0.80 1.44 1.44 .242E+04 51.8 5.32 0.78 1.56 1.56 .280E+04 61.7 5.46 0.76 1.67 1.67 .323E+04 72.4 5.57 0.74 1.78 1.78 .368E+04 84.0 5.66 0.73 1.89 1.89 .418E+04 96.5 5.73 0.72 2.00 2.00 .471E+04 110.0 5.79 0.71 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51934) 224.92 14.34 12.75 65.85 0.84 3.77 OUTFLOW: ID= 1 ( 51539) 224.92 14.34 12.75 65.85 0.84 3.77 CALIB 1 NASHYD ( 51147) Area (ha)= 9.88 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.22 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.28 Unit Hyd Qpeak (cms)= 1.368 PEAK FLOW (cms)- 1.551 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 74.223 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.584 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51179) Area (ha)= 95.27 Curve Number (CN)= 77.0 ID= 1 DT= 5.0 min Ia (mm)= 7.49 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.82 Unit Hyd Qpeak (cms)= 4.427 PEAK FLOW (cros)= 6.673 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 73.271 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.576 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. OUTFLOW: ID= 1 ( 51538) 330.07 21.11 12.92 68.24 1.05 3.85 CALIB 1 NASHYD ( 51145)1 Area (ha)= 115.45 Curve Number (CN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 7.85 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.70 Unit Hyd Qpeak (cms)= 6.263 PEAK FLOW (cms)- 9.720 (7) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 77.901 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.612 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51148) Area (ha)= 58.62 Curve Number (CN)= 81.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.26 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.43 Unit Hyd Qpeak (cms)= 5.171 PEAK FLOW (cms)- 7.220 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 80.126 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.630 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51149) Area (ha)= 46.86 Curve Number (CN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 7.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.56 Unit Hyd Qpeak (cms)- 3.202 PEAK FLOW (cms)- 4.698 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 78.603 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.618 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51933)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51147): 9.88 1.551) 12.25cms rs) 74.22) + ID2= 2 ( 51179): 95.27 6.673 12.83 73.27 ID = 3 ( 51933): 105.15 7.204 12.75 73.36 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51933)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 51933): 105.15 7.204) 12.75cms rs) 73.36) + ID2= 2 ( 51539): 224.92 14.341 12.75 65.85 ID = 1 ( 51933): 330.07 21.546 12.75 68.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51538)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.10 0.10 .536E+0.) 3 0.2 1.02 38.05 0.20 0.20 .121E+04 0.8 1.52 25.50 0.30 0.30 .203E+04 1.7 1.91 20.36 0.40 0.40 .298E+04 2.9 2.23 17.40 0.50 0.50 .408E+04 4.4 2.52 15.41 0.60 0.60 .531E+04 6.3 2.78 13.95 0.70 0.70 .669E+04 8.7 3.03 12.82 0.80 0.80 .820E+04 11.5 3.26 11.92 0.90 0.90 .986E+04 14.7 3.48 11.16 1.00 1.00 .116E+05 18.4 3.69 10.52 1.11 1.11 .139E+05 24.3 4.07 9.55 1.22 1.22 .165E+05 30.8 4.35 8.93 1.33 1.33 .194E+05 38.0 4.56 8.52 1.44 1.44 .227E+05 45.9 4.72 8.23 1.56 1.56 .263E+05 54.7 4.84 8.02 1.67 1.67 .303E+05 64.2 4.94 7.87 1.78 1.78 .346E+05 74.5 5.01 7.75 1.89 1.89 .393E+05 85.6 5.08 7.65 2.00 2.00 .443E+05 97.5 5.13 7.57 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51933) 330.07 21.55 12.75 68.24 1.06 3.88 PEAK FLOW (cms)- 4.247 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 70.441 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.554 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51932)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51149): 46.86 4.698 12.50 78.60 + ID2= 2 ( 51151): 67.63 4.247 12.92 70.44 ID = 3 ( 51932): 114.49 8.544 12.67 73.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51537)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .311E+03 0.3 1.17 19.18 0.20 0.20 .703E+03 0.9 1.75 12.85 0.30 0.30 .118E+04 1.9 2.20 10.26 0.40 0.40 .173E+04 3.3 2.57 8.77 0.50 0.50 .237E+04 5.1 2.90 7.77 0.60 0.60 .308E+04 7.3 3.20 7.03 0.70 0.70 .388E+04 10.0 3.49 6.46 0.80 0.80 .476E+04 13.2 3.75 6.01 0.90 0.90 .572E+04 16.9 4.00 5.63 1.00 1.00 .676E+04 21.2 4.25 5.30 1.11 1.11 .806E+04 27.9 4.68 4.81 1.22 1.22 .956E+04 35.4 5.00 4.50 1.33 1.33 .113E+05 43.7 5.25 4.29 1.44 1.44 .132E+05 52.9 5.43 4.15 1.56 1.56 .153E+05 62.9 5.57 4.04 1.67 1.67 .176E+05 73.9 5.68 3.97 1.78 1.78 .201E+05 85.7 5.77 3.90 1.89 1.89 .228E+05 98.5 5.84 3.85 2.00 2.00 .257E+05 112.2 5.91 3.81 CALIB 1 NASHYD ( 51151)1 Area (ha)= 67.63 Curve Number (CN)= 75.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.10 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.89 Unit Hyd Qpeak (cms)- 2.886 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51932) 114.49 8.54 12.67 73.78 0.65 3.33 OUTFLOW: ID= 1 ( 51537) 114.49 8.46 12.75 73.78 0.64 3.32 CALIB I NASHYD ( 51146) Area (ha)= 44.75 curve Number (CN)= 81.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.15 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.44 Unit Hyd Qpeak (cms)= 3.920 PEAK FLOW (cms)= 5.493 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 80.224 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.631 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 519319 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51146): 44.75 5.493 12.42 80.22 + ID2= 2 ( 51148): 58.62 7.220 12.42 80.13 ID = 3 ( 51931): 103.38 12.713 12.42 80.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 51931)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 51931): 103.38 12.713) 12.42cms rs) 80.17) + 102= 2 ( 51537): 114.49 8.458 12.75 73.78 ID = 1 ( 51931): 217.87 19.809 12.50 76.81 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51536)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .367E+03 0.3 1.11 24.02 0.20 0.20 .829E+03 0.9 1.65 16.10 0.30 0.30 .139E+04 1.8 2.07 12.85 0.40 0.40 .204E+04 3.1 2.42 10.98 0.50 0.50 .279E+04 4.8 2.73 9.73 1 ADD HYD ( 51930)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51930): 422.80 38.608) 12.58cms rs) 78.53) + ID2= 2 ( 51538): 330.07 21.114 12.92 68.24 ID = 3 ( 51930): 752.88 58.111 12.67 74.02 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51535)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .192E+03 0.2 0.89 15.65 0.20 0.20 .434E+03 0.7 1.33 10.49 0.30 0.30 .727E+03 1.4 1.66 8.37 0.40 0.40 .107E+04 2.5 1.95 7.15 0.50 0.50 .146E+04 3.8 2.20 6.34 0.60 0.60 .190E+04 5.5 2.43 5.74 0.70 0.70 .240E+04 7.6 2.64 5.27 0.80 0.80 .294E+04 10.0 2.84 4.90 0.90 0.90 .353E+04 12.8 3.03 4.59 1.00 1.00 .418E+04 16.1 3.22 4.33 1.11 1.11 .498E+04 21.1 3.55 3.93 1.22 1.22 .591E+04 26.8 3.79 3.67 1.33 1.33 .696E+04 33.1 3.97 3.50 1.44 1.44 .813E+04 40.0 4.11 3.39 1.56 1.56 .943E+04 47.6 4.22 3.30 1.67 1.67 .109E+05 55.9 4.30 3.24 1.78 1.78 .124E+05 64.9 4.37 3.19 1.89 1.89 .141E+05 74.6 4.43 3.15 2.00 2.00 .159E+05 85.0 4.47 3.11 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL INFLOW : ID= 2 ( 51930) 752.88 (cms)81 (hrs)26 74 02 1.69 (4.32 OUTFLOW: ID= 1 ( 51535) 752.88 57.95 12.75 74.02 1.69 4.31 0.60 0.60 .364E+04 6.9 3.02 8.81 0.70 0.70 .458E+04 9.4 3.28 8.09 0.80 0.80 .561E+04 12.4 3.53 7.52 0.90 0.90 .675E+04 16.0 3.77 7.05 1.00 1.00 .797E+04 20.0 4.00 6.64 1.11 1.11 .951E+04 26.3 4.41 6.03 1.22 1.22 .113E+05 33.4 4.71 5.64 1.33 1.33 .133E+05 41.2 4.94 5.38 1.44 1.44 .155E+05 49.8 5.12 5.20 1.56 1.56 .180E+05 59.3 5.25 5.07 1.67 1.67 .207E+05 69.6 5.35 4.97 1.78 1.78 .237E+05 80.7 5.44 4.89 1.89 1.89 .269E+05 92.8 5.51 4.83 2.00 2.00 .303E+05 105.7 5.56 4.78 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 51931) 217.87 19.81 12.50 76.81 1.00 3.99 OUTFLOW: ID= 1 ( 51536) 217.87 19.49 12.58 76.81 0.99 3.97 CALIB NASHYD ( 51144) Area (ha)= 89.49 curve Number (CN)= 83.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.39 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.56 Unit Hyd Qpeak (cms)= 6.126 PEAK FLOW (cms)= 9.621 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 83.534 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.657 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51930)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 51144): 89.49 (cms)621 12.50 83.53) + ID2= 2 ( 51145): 115.45 9.720 12.67 77.90 ID = 3 ( 51930): 204.94 19.120 12.58 80.36 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 51930)1 I 3 + 2 = 1 I AREA QPEAK TPEAK R.V. a) ID1= 3 ( 51930): 204.94 1 120) 12.58cms rs) 80.36) + ID2= 2 ( 51536): 217.87 19.488 12.58 76.81 ID = 1 ( 51930): 422.80 38.608 12.58 78.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. Unit Hyd Qpeak (cms)= 3.698 PEAK FLOW (cms)= 5.309 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 87.114 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.685 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51167) Area (ha)= 47.01 Curve Number (CN)= 83.0 1ID= 1 DT= 5.0 min Ia (mm)= 8.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 5.683 PEAK FLOW (cms)= 7.635 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 82.911 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.652 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I CALIB 1 NASHYD ( 51173) Area (ha)= 41.61 Curve Number (CN)= 69.0 1ID= 1 DT= 5.0 min Ia (mm)= 8.01 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.14 Unit Hyd Qpeak (cms)= 1.398 PEAK FLOW (cms)= 1.858 (l) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 60.891 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.479 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I CALIB 1 NASHYD ( 51174) Area (ha)= 74.74 11D= 1 DT= 5.0 min Ia (mm)= 6.90 U.H. Tp(hrs)= 1.17 Unit Hyd Qpeak (cms)= 2.430 PEAK FLOW (cms)= 3.732 (i) TIME TO PEAK (hrs)= 13.250 RUNOFF VOLUME (mm)= 69.065 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.543 Curve Number (CN)= 74.0 # of Linear Res.(N)= 3.00 CALIB NASHYD ( 51164)1 Area (ha)= 32.92 Curve Number (CN)= 85.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.45 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.34 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51946)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51173): 41.61 1.858 13.17 60.89 + ID2= 2 ( 51174): 74.74 3.732 13.25 69.06 ID = 3 ( 51946): 116.35 5.590 13.25 66.14 TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 54.489 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.428 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 51552)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .176E+03 0.2 1.01 12.57 0.20 0.20 .397E+03 0.8 1.51 8.43 0.30 0.30 .665E+03 1.6 1.89 6.73 0.40 0.40 .978E+03 2.8 2.21 5.75 0.50 0.50 .134E+04 4.4 2.50 5.09 0.60 0.60 .174E+04 6.3 2.76 4.61 0.70 0.70 .219E+04 8.6 3.00 4.24 0.80 0.80 .269E+04 11.4 3.23 3.94 0.90 0.90 .323E+04 14.6 3.45 3.69 1.00 1.00 .382E+04 18.3 3.66 3.48 1.11 1.11 .456E+04 24.1 4.04 3.15 1.22 1.22 .540E+04 30.5 4.31 2.95 1.33 1.33 .637E+04 37.7 4.52 2.82 1.44 1.44 .744E+04 45.6 4.68 2.72 1.56 1.56 .863E+04 54.2 4.80 2.65 1.67 1.67 .993E+04 63.7 4.90 2.60 1.78 1.78 .113E+05 73.9 4.97 2.56 1.89 1.89 .129E+05 84.9 5.04 2.53 2.00 2.00 .145E+05 96.7 5.09 2.50 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51946) 116.35 5.59 13.25 66.14 0.56 2.66 OUTFLOW: ID= 1 ( 51552) 116.35 5.58 13.25 66.14 0.56 2.65 CALIB NASHYD ( 51172) Area (ha)= 30.51 Curve Number (cN)= 65.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 9.43 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.69 Unit Hyd Qpeak (cms)= 1.689 PEAK FLOW (cms)= 1.758 (i) CALIB 1 NASHYD ( 51171)1 Area (ha)= 10.96 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.87 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.47 Unit Hyd Qpeak (cms)= 0.893 PEAK FLOW (cms)= 1.185 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 74.559 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.586 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51944)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51171): 10.96 1.185 12.42 74.56 + ID2= 2 ( 51551): 146.85 6.970 13.17 63.72 ID = 3 ( 51944): 157.82 7.547 13.08 64.47 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51550)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .182E+03 0.3 1.33 9.92 0.20 0.20 .412E+03 1.0 1.99 6.65 0.30 0.30 .689E+03 2.2 2.49 5.31 0.40 0.40 .101E+04 3.7 2.91 4.53 0.50 0.50 .139E+04 5.8 3.29 4.02 0.60 0.60 .181E+04 8.3 3.63 3.64 0.70 0.70 .227E+04 11.3 3.95 3.34 0.80 0.80 .279E+04 15.0 4.25 3.11 0.90 0.90 .335E+04 19.2 4.54 2.91 1.00 1.00 .396E+04 24.1 4.81 2.74 1.11 1.11 .472E+04 31.6 5.31 2.49 1.22 1.22 .560E+04 40.1 5.67 2.33 1.33 1.33 .660E+04 49.5 5.95 2.22 1.44 1.44 .772E+04 59.9 6.15 2.15 1.56 1.56 .895E+04 71.3 6.31 2.09 1.67 1.67 .103E+05 83.7 6.44 2.05 1.78 1.78 .118E+05 97.1 6.54 2.02 1.89 1.89 .133E+05 111.6 6.62 1.99 1 ADD HYD ( 51945)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51172): 30.51 1.758) 12.67cms rs) 54.49) + ID2= 2 ( 51552): 116.35 5.579 13.25 66.14 ID = 3 ( 51945): 146.85 6.976 13.08 63.72 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51551) IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .136E+03 0.2 0.76 13.03 0.20 0.20 .308E+03 0.6 1.13 8.73 0.30 0.30 .515E+03 1.2 1.41 6.97 0.40 0.40 .757E+03 2.1 1.66 5.96 0.50 0.50 .104E+04 3.3 1.87 5.28 0.60 0.60 .135E+04 4.7 2.06 4.78 0.70 0.70 .170E+04 6.4 2.25 4.39 0.80 0.80 .208E+04 8.5 2.42 4.08 0.90 0.90 .250E+04 10.9 2.58 3.82 1.00 1.00 .296E+04 13.7 2.74 3.60 1.11 1.11 .353E+04 18.0 3.02 3.27 1.22 1.22 .419E+04 22.8 3.22 3.06 1.33 1.33 .493E+04 28.2 3.38 2.92 1.44 1.44 .576E+04 34.1 3.50 2.82 1.56 1.56 .668E+04 40.5 3.59 2.75 1.67 1.67 .769E+04 47.6 3.66 2.69 1.78 1.78 .879E+04 55.2 3.72 2.65 1.89 1,89 .997E+04 63.5 3.77 2.62 2.00 2.00 .112E+05 72.3 3.81 2.59 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51945) 146.85 6.98 13.08 63.72 0.73 2.29 OUTFLOW: ID= 1 ( 51551) 146.85 6.97 13.17 63.72 0.72 2.28 2.00 2.00 .151E+05 127.2 6.69 1.97 <---- hydrograph ----> <-pipe / channel -> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 51944) 157.82 7.55 13.08 64.47 0.57 3.52 OUTFLOW: ID= 1 ( 51550) 157.82 7.54 13.08 64.47 0.57 3.52 CALIB NASHYD ( 51170) Area (ha)= 45.15 Curve Number (CN)= 80.0 1IQ- 1 DT= 5.0 min Ia (mm)= 7.64 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.33 Unit Hyd Qpeak (cms)= 5.290 PEAK FLOW (cms)= 6.690 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 78.065 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.614 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51943)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51170): 45.15 6.690) 12.25cms rs) 78.06) + 102= 2 ( 51550): 157.82 7.539 13.08 64.47 ID = 3 ( 51943): 202.97 10.569 12.50 67.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51549)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .545E+02 0.3 1.28 3.09 0.20 0.20 .123E+03 1.0 1.91 2.07 0.30 0.30 .206E+03 2.1 2.39 1.65 0.40 0.40 .303E+03 3.6 2.80 1.41 0.50 0.50 .415E+03 5.5 3.16 1.25 0.60 0.60 .540E+03 8.0 3.49 1.13 0.70 0.70 .680E+03 10.9 3.80 1.04 0.80 0.80 .834E+03 14.4 4.09 0.97 0.90 0.90 .100E+04 18.5 4.37 0.91 1.00 1.00 .119E+04 23.1 4.63 0.85 1.11 1.11 .141E+04 30.4 5.10 0.77 1.22 1.22 .168E+04 38.6 5.45 0.72 1.33 1.33 .198E+04 47.7 5.72 0.69 1.44 1.44 .231E+04 57.6 5.92 0.67 1.56 1.56 .268E+04 68.6 6.07 0.65 1.67 1.67 .308E+04 80.5 6.19 0.64 1.78 1.78 .352E+04 93.4 6.29 0.63 1.89 1.89 .399E+04 107.4 6.37 0.62 2.00 2.00 .450E+04 122.3 6.44 0.61 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51943) 202.97 10.57 12.50 67.50 0.69 3.76 OUTFLOW: ID= 1 ( 51549) 202.97 10.58 12.50 67.50 0.69 3.75 CALIB NASHYD ( 51178) Area (ha)= 16.16 Curve Number (CN)= 73.0 ID= 1 DT= 5.0 min Ia (mm)= 7.30 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.69 Unit Hyd Qpeak (cros)= 0.898 PEAK FLOW (cms)= 1.175 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 67.225 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.528 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51177) Area (ha)= 53.13 Curve Number (CN)= 68.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.07 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.77 Unit Hyd Qpeak (cms)= 1.144 PEAK FLOW (cms)= 1.643 (i) TIME TO PEAK (hrs)= 13.917 RUNOFF VOLUME (mm)= 59.465 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.467 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51949)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51177): 53.13 1.643 13.92 59.47 + ID2= 2 ( 51178): 16.16 1.175 12.67 67.22 ID = 3 ( 51949): 69.29 2.313 13.17 61.27 CALIB 1 NASHYD ( 51176)1 Area (ha)= 74.96 Curve Number (CN)= 71.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.70 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.15 Unit Hyd Qpeak (cms)= 2.490 PEAK FLOW (cms)- 3.502 TIME TO PEAK (hrs)= 13.250 RUNOFF VOLUME (mm)= 63.966 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.503 (i) (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51948)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51175): 67.55 3.395) 13.17) 67.36) + ID2= 2 ( 51176): 74.96 3.502 13.25 63.97 ID = 3 ( 51948): 142.51 6.894 13.17 65.58 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51948)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51948): 142.51 6.894 13.17 65.58 + ID2= 2 ( 51555): 69.29 2.265 13.42 61.27 ID = 1 ( 51948): 211.80 9.130 13.25 64.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51554)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51555)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------> Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .317E+03 0.1 0.58 39.46 0.20 0.20 .717E+03 0.5 0.87 26.45 0.30 0.30 .120E+04 0.9 1.09 21.12 0.40 0.40 .176E+04 1.6 1.27 18.05 0.50 0.50 .241E+04 2.5 1.44 15.98 0.60 0.60 .314E+04 3.6 1.59 14.47 0.70 0.70 .395E+04 5.0 1.73 13.30 0.80 0.80 .485E+04 6.5 1.86 12.36 0.90 0.90 .583E+04 8.4 1.98 11.58 1.00 1.00 .689E+04 10.5 2.10 10.92 1.11 1.11 .822E+04 13.8 2.32 9.90 1.22 1.22 .975E+04 17.5 2.48 9.26 1.33 1.33 .115E+05 21.7 2.60 8.84 1.44 1.44 .134E+05 26.2 2.69 8.54 1.56 1.56 .156E+05 31.2 2.76 8.32 1.67 1.67 .179E+05 36.6 2.81 8.16 1.78 1.78 .205E+05 42.5 2.86 8.03 1.89 1.89 .232E+05 48.8 2.90 7.93 2.00 2.00 .262E+05 55.6 2.93 7.85 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51949) 69.29 2.31 13.17 61.27 0.48 1.40 OUTFLOW: ID= 1 ( 51555) 69.29 2.27 13.42 61.27 0.47 1.39 CALIB NASHYD ( 51175) Area (ha)= 67.55 Curve Number (CN)= 73.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.13 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.12 Unit Hyd Qpeak (cms)- 2.293 PEAK FLOW (cms)= 3.395 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 67.363 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.530 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.70 0.70 .638E+04 8.5 2.97 12.49 0.80 0.80 .783E+04 11.2 3.19 11.60 0.90 0.90 .941E+04 14.4 3.41 10.87 1.00 1.00 .111E+05 18.1 3.62 10.25 1.11 1.11 .133E+05 23.8 3.99 9.30 1.22 1.22 .157E+05 30.1 4.26 8.70 1.33 1.33 .185E+05 37.2 4.47 8.30 1.44 1.44 .217E+05 45.0 4.62 8.02 1.56 1.56 .251E+05 53.6 4.74 7.81 1.67 1.67 .289E+05 62.9 4.84 7.66 1.78 1.78 .330E+05 73.0 4.91 7.54 1.89 1.89 .375E+05 83.8 4.98 7.45 2.00 2.00 .422E+05 95.5 5.03 7.37 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 (. 51948) 211.80 9.13 13.25 64.17 0.72 3.02 OUTFLOW: ID= 1 ( 51554) 211.80 8.99 13.42 64.17 0.72 3.00 1 CALIB NASHYD ( 51168) Area (ha)= 75.58 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 7.12 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.74 Unit Hyd Qpeak (cms)= 3.885 PEAK FLOW (cms)- 6.010 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 76.861 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.604 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 51169) Area (ha)= 31.02 Curve Number (CN)= 77.0 1ID- 1 DT= 5.0 min Ia (mm)= 7.76 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms)= 3.309 PEAK FLOW (cms)- 3.973 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 73.028 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.574 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .511E+03 0.2 1.00 37.06 0.20 0.20 .116E+04 0.8 1.49 24.83 0.30 0.30 .193E+04 1.6 1.87 19.83 0.40 0.40 .285E+04 2.8 2.19 16.94 0.50 0.50 .389E+04 4.3 2.47 15.01 0.60 0.60 .507E+04 6.2 2.73 13.59 1 ADD HYD ( 51947)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) ID1= 1 ( 51168): 75.58 6.010) 12.75cms rs) 76� mm6) + ID2= 2 ( 51169): 31.02 3.973 12.33 73.03 ID = 3 ( 51947): 106.60 8.974 12.50 75.75 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51947)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51947): 106.60 8.974 12.50 75.75 + ID2= 2 ( 51554): 211.80 8.992 13.42 64.17 ID = 1 ( 51947): 318.40 15.116 13.00 68.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51553)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .181E+03 0.2 0.95 13.70 0.20 0.20 .408E+03 0.7 1.42 9.18 0.30 0.30 .683E+03 1.6 1.78 7.33 0.40 0.40 .100E+04 2.7 2.09 6.27 0.50 0.50 .137E+04 4.1 2.36 5.55 0.60 0.60 .179E+04 5.9 2.60 5.02 0.70 0.70 .225E+04 8.1 2.83 4.62 0.80 0.80 .276E+04 10.7 3.05 4.29 0.90 0.90 .332E+04 13.8 3.25 4.02 1.00 1.00 .392E+04 17.3 3.45 3.79 1.11 1.11 .468E+04 22.7 3.81 3.44 1.22 1.22 .555E+04 28.8 4.07 3.22 1.33 1.33 .654E+04 35.5 4.26 3.07 1.44 1.44 .765E+04 43.0 4.41 2.96 1.56 1.56 .887E+04 51.1 4.53 2.89 1.67 1.67 .102E+05 60.0 4.62 2.83 1.78 1.78 .117E+05 69.7 4.69 2.79 1.89 1.89 .132E+05 80.0 4.75 2.75 2.00 2.00 .149E+05 91.2 4.80 2.73 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51947) 318.40 15.12 13.00 68.04 0.94 3.33 OUTFLOW: ID= 1 ( 51553) 318.40 15.11 13.00 68.04 0.94 3.32 CALIB NASHYD ( 51166)1 Area (ha)= 55.18 Curve Number (CN)= 85.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.15 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms)- 5.904 PEAK FLOW (cms)= 8.566 (1) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 87.395 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.687 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 51941)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1- 1 ( 51166): 55.18 8.566 12.33 87.40 + ID2- 2 ( 51548): 568.39 28.999 12,58 69.08 ID = 3 ( 51941): 623.57 36.512 12.42 70.70 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51547)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .109E+03 0.2 0.80 9.91 0.20 0.20 .246E+03 0.6 1.19 6.64 0.30 0.30 .412E+03 1.3 1.49 5.30 0.40 0.40 .606E+03 2.2 1.74 4.53 0.50 0.50 .828E+03 3.4 1.96 4.01 0.60 0.60 .108E+04 4.9 2.17 3.63 0.70 0.70 .136E+04 6.8 2.36 3.34 0.80 0.80 .167E+04 8.9 2.54 3.10 0.90 0.90 .200E+04 11.5 2.71 2.91 1.00 1.00 .237E+04 14.4 2.88 2.74 1.11 1.11 .282E+04 18.9 3.17 2.49 1.22 1.22 .335E+04 24.0 3.39 2.33 1.33 1.33 .394E+04 29.6 3.55 2.22 1.44 1.44 .461E+04 35.8 3.68 2.14 1.56 1.56 .534E+04 42.6 3.77 2.09 1.67 1.67 .615E+04 50.0 3.85 2.05 INFLOW : OUTFLOW: 1 ADD HYD ( 51942)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51167): 47.01 7.635 12.25 82.91 + ID2- 2 ( 51549): 202.97 10.576 12.50 67.50 ID = 3 ( 51942): 249.99 17.529 12.33 70.40 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51942)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51942): 249.99 17.529 12.33 70.40 + 102= 2 ( 51553): 318.40 15.112 13.00 68.04 ID = 1 ( 51942): 568.39 29.002 12.50 69.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51548)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .195E+03 0.2 0.96 14.64 0.20 0.20 .441E+03 0.7 1.44 9.81 0.30 0.30 .737E+03 1.6 1.80 7.83 0.40 0.40 .108E+04 2.7 2.11 6.70 0.50 0.50 .148E+04 4.2 2.38 5.93 0.60 0.60 .193E+04 6.0 2.63 5.37 0.70 0.70 .243E+04 8.2 2.86 4.93 0.80 0.80 .298E+04 10.8 3.08 4.58 0.90 0,90 .358E+04 13.9 3.29 4.30 1.00 1.00 .424E+04 17.4 3.49 4.05 1.11 1.11 .505E+04 22.9 3.84 3.67 1.22 1.22 .600E+04 29.1 4.11 3.44 1.33 1.33 .706E+04 35.9 4.31 3.28 1.44 1.44 .826E+04 43.4 4.46 3.17 1.56 1.56 .957E+04 51.7 4.57 3.09 1.67 1.67 .110E+05 60.7 4.67 3.03 1.78 1.78 .126E+05 70.4 4.74 2.98 1.89 1.89 .143E+05 80.9 4.80 2.94 2.00 2.00 .161E+05 92.2 4.85 2.91 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51942) 568.39 29.00 12.50 69.08 1.22 4.11 OUTFLOW: ID= 1 ( 51548) 568.39 29.00 12.58 69.08 1.22 4.10 1.78 1.78 .703E+04 58.0 1.89 1.89 .797E+04 66.7 2.00 2.00 .899E+04 76.0 ID= 2 ( ID= 1 ( 3.91 3.96 4.00 2.02 1.99 1.97 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL 51941) 623.57 (cms)65 (hrs)24 70.70 1.46 (3.69 51547) 623.57 36.43 12.50 70.70 1.45 3.68 CALIB NASHYD ( 51165) Area (ha)= 92.54 Curve Number (CN)= 80.0 1ID= 1 DT= 5.0 min Ia (mm)= 8.27 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.66 Unit Hyd Qpeak (cms)- 5.380 PEAK FLOW (cms)= 8.167 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 77.531 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.610 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 51940)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) mm 101= 1 ( 51165): 92.54 8.167) 12.67cms rs) 77.53) + ID2- 2 ( 51547): 623.57 36.435 12.50 70.70 ID = 3 ( 51940): 716.11 44.343 12.50 71.58 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51546)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .105E+03 0.2 0.86 8.87 0.20 0.20 .237E+03 0.7 1.28 5.94 0.30 0.30 .396E+03 1.4 1.60 4.74 0.40 0.40 .582E+03 2.4 1.87 4.05 0.50 0.50 .796E+03 3.7 2.11 3.59 0.60 0.60 .104E+04 5.3 2.33 3.25 0.70 0.70 .131E+04 7.3 2.54 2.99 0.80 0.80 .160E+04 9.6 2.73 2.78 0.90 0.90 .192E+04 12.3 2.91 2.60 1.00 1.00 .227E+04 15.5 3.09 2.45 1.11 1.11 .271E+04 20.3 3.41 2.22 1.22 1.22 .322E+04 25.8 3.64 2.08 1.33 1.33 .379E+04 31.8 3.82 1.99 1.44 1.44 .443E+04 38.5 3.95 1.92 1.56 1.56 .514E+04 45.8 4.05 1.87 1.67 1.67 .591E+04 53.8 4.14 1.83 1.78 1.78 .676E+04 62.4 4.20 1.80 1.89 1.89 .767E+04 71.7 4.25 1.78 2.00 2.00 .864E+04 81.7 4.30 1.76 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 51940) 716.11 44.34 12.50 71.58 1.53 4.03 ID= 1 ( 51546) 716.11 44.30 12.50 71.58 1.53 4.03 CALIB NASHYD ( 51163)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 26.47 curve Number (CN)= 86.0 6.76 # of Linear Res.(N)= 3.00 0.33 Unit Hyd Qpeak (cms)= 3.046 PEAK FLOW (cms)= 4.470 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 89.635 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.705 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51939)1 1 + 2 = 3 ID1= 1 ( 51163): + ID2= 2 ( 51164): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 26.47 4.470 12.25 89.64 32.92 5.309 12.25 87.11 ID = 3 ( 51939): 59.39 9.779 12.25 88.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD2 ( 51939)1 ID1= 3 ( 51939): + ID2= 2 ( 51546): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 59.39 9.779 12.25 88.24 716.11 44.299 12.50 71.58 ID = 1 ( 51939): 775.50 52.153 12.50 72.86 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 INFLOW : ID= 2 ( OUTFLOW: ID= 1 ( .455E+03 .622E+03 .810E+03 .102E+04 .125E+04 .150E+04 .178E+04 .212E+04 .251E+04 .296E+04 .346E+04 .401E+04 .462E+04 .528E+04 .599E+04 .675E+04 2.0 3.1 4.5 6.2 8.1 10.5 13.1 17.2 21.8 27.0 32.6 38.8 45.6 52.9 60.8 69.2 1.59 1.79 1.98 2.15 2.31 2.47 2.62 2.89 3.09 3.24 3.35 3.44 3.51 3.56 3.61 3.64 <---- hydrograph ----> AREA QPEAK TPEAK R.V. 51545) 775.50 52.25 (hrs)25 72.86 51544) 775.50 52.32 12.50 72.86 3.74 3.31 3.00 2.75 2.56 2.40 2.26 2.05 1.92 1.83 1.77 1.72 1.69 1.66 1.64 1.62 <-pipe / channel-> MAX DEPTH MAX VEL 1.77 (3.56 1.77 3.56 CALIB NASHYD ( 51160)1 ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.N. Tp(hrs)= 17.68 Curve Number (CN)= 84.0 6.96 # of Linear Res.(N)= 3.00 0.25 Unit Hyd Qpeak (cms)= 2.648 PEAK FLOW (cms)= 3.418 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 85.677 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.674 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51161)1 IID= 1 DT= 5.0 min Area (ha)= 102.52 Curve Number (CN)= 81.0 Ia (mm)= 7.24 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.98 Unit Hyd Qpeak (cms)= 3.983 PEAK FLOW (cms)= 6.920 (i) TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 80.151 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.630 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 51545)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .327E+02 0.2 0.79 3.01 0.20 0.20 .738E+02 0.6 1.17 2.02 0.30 0.30 .124E+03 1.3 1.47 1,61 0.40 0.40 .182E+03 2.2 1.72 1,38 0.50 0.50 .248E+03 3.4 1.94 1.22 0.60 0.60 .324E+03 4.9 2.14 1.10 0.70 0.70 .407E+03 6.7 2.33 1.01 0.80 0.80 .500E+03 8.8 2.51 0.94 0.90 0.90 .600E+03 11.3 2.68 0.88 1.00 1.00 .710E+03 14.2 2.84 0.83 1.11 1.11 .847E+03 18.7 3.13 0.76 1.22 1.22 .100E+04 23.7 3.35 0.71 1.33 1.33 .118E+04 29.2 3.51 0.67 1.44 1.44 .138E+04 35.4 3.63 0.65 1.56 1.56 .160E+04 42.1 3.73 0.64 1.67 1.67 .185E+04 49.4 3.80 0.62 1.78 1.78 .211E+04 57.3 3.86 0.61 1.89 1.89 .239E+04 65.9 3.91 0.61 2.00 2.00 .270E+04 75.0 3.95 0.60 INFLOW : ID= 2 OUTFLOW: ID= 1 AREA (ha) 51939) 775.50 51545) 775.50 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 52.15 12.50 72.86 1.71 3.82 52.25 12.50 72.86 1.70 3.82 1 ROUTE CHN( 51544)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .817E+02 0.2 0.72 0.20 0.20 .185E+03 0.6 0.30 0.30 .309E+03 1.2 1.08 1.35 TRAV.TIME (min) 8.17 5.47 4.37 U.H. Tp(hrs)= 0.41 Unit Hyd Qpeak (cms)= 5.492 PEAK FLOW (cms)= 7.743 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 81.491 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.641 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51937)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 51160): 17.68 3.418) 12.17) 85.68) + ID2= 2 ( 51161): 102.52 6.920 13.00 80.15 ID = 3 ( 51937): 120.20 7.627 12.83 80.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADO HYD ( 51937) 1 13 + 2 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51937): 120.20 7.627 12.83 80.96 + ID2= 2 ( 51162): 58.96 7.743 12.33 81.49 ID = 1 ( 51937): 179.15 14.895 12.42 81.14 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51937)1 1 + 2 = 3 AREA QPEAK TPEAK R..V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51937): 179.15 14.895 12.42 81.14 + ID2= 2 ( 51544): 775.50 52.317 12.50 72.86 ID = 3 ( 51937): 954.66 66.918 12.50 74.41 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51543)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel CALIB NASHYD ( 51162) Area (ha)= 58.96 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 7.68 # of Linear Res.(N)= 3.00 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .930E+02 0.2 0.67 10.12 0.20 0.20 .210E+03 0.5 0.99 6.78 0.30 0.30 .352E+03 1.1 1.24 5.42 0.40 0.40 .518E+03 1.9 1.46 4.63 0.50 0.50 .708E+03 2.9 1.64 4.10 0.60 0.60 .922E+03 4.1 1.82 3.71 0.70 0.70 .116E+04 5.7 1.98 3.41 0.80 0.80 .142E+04 7.5 2.13 3.17 0.90 0.90 .171E+04 9.6 2.27 2.97 1.00 1.00 .202E+04 12.0 2.41 2.80 1.11 1.11 .241E+04 15.8 2.65 2.54 1.22 1.22 .286E+04 20.1 2.84 2.38 1.33 1.33 .337E+04 24.8 2.97 2.27 1.44 1.44 .394E+04 30.0 3.08 2.19 1.56 1.56 .457E+04 35.7 3.16 2.13 1.67 1.67 .526E+04 41.9 3.22 2.09 1.78 1.78 .600E+04 48.6 3.27 2.06 1.89 1.89 .681E+04 55.8 3.31 2.03 2.00 2.00 .768E+04 63.6 3.35 2.01 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51937) 954.66 66.92 12.50 74.41 2.00 3.35 OUTFLOW: ID= 1 ( 51543) 954.66 66.81 12.50 74.41 2.00 3.35 ROUTE CHN( 51542)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 6.00 9.00 11.00 14.00 20.00 FOR SECTION Elevation 2.00 1.00 0.00 0.00 1.00 2.00 ( 1.1) Manning 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .113E+03 0.2 0.68 12.16 0.20 0.20 .256E+03 0.5 1.01 8.15 0.30 0.30 .429E+03 1.1 1.26 6.51 0.40 0.40 .631E+03 1.9 1.48 5.56 0.50 0.50 .862E+03 2.9 1.67 4.93 0.60 0.60 .112E+04 4.2 1.84 4.46 0.70 0.70 .141E+04 5.7 2.00 4.10 0.80 0.80 .173E+04 7.6 2.16 3.81 0.90 0.90 .208E+04 9.7 2.30 3.57 1.00 1.00 .246E+04 12.2 2.44 3.36 1.11 1.11 .294E+04 16.0 2.69 3.05 1.22 1.22 .349E+04 20.3 2.88 2.86 1.33 1.33 .411E+04 25.1 3.01 2.72 1.44 1.44 .480E+04 30.4 3.12 2.63 1.56 1.56 .557E+04 36.2 3.20 2.57 1.67 1.67 .641E+04 42.4 3.27 2.52 1.78 1.78 .732E+04 49.3 3.32 2.48 Main Channel Main Channel Main Channel Main Channel 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 INFLOW : ID= OUTFLOW: ID= 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 .149E+04 .182E+04 .219E+04 .259E+04 .309E+04 .367E+04 .432E+04 .505E+04 .585E+04 .674E+04 .770E+04 .873E+04 .985E+04 6.5 8.6 11.1 13.9 18.2 23.1 28.6 34.5 41.1 48.2 56.0 64.3 73.3 2.28 3.79 2.45 3.53 2.62 3.30 2.77 3.11 3.06 2.82 3.27 2.64 3.43 2.52 3.55 2.44 3.64 2.37 3.71 2.33 3.77 2.29 3.82 2.26 3.86 2.24 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 51935) 1021.77 73.23 12.58 75.13 2.00 3.86 1 ( 51541) 1021.77 73.05 12.58 75.13 2.00 3.86 CALIB NASITYD ( 51143)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 40.27 Curve Number (cN)= 78.0 7.96 # of Linear Res.(N)= 3.00 0.50 Unit Hyd Qpeak (cms)= 3.064 PEAK FLOW (cms)- 4.121 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 74.483 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.586 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASITYD ( 51141) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 27.84 Curve Number (CN)= 76.0 9.38 # of Linear Res.(N)= 3.00 0.61 Unit Hyd Qpeak (cms)= 1.749 PEAK FLOW (cms)- 2.335 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 70.096 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.551 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1.89 1.89 .830E+04 56.6 2.00 2.00 .936E+04 64.5 3.36 2.44 3.39 2.42 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51543) 954.66 66.81 12.50 74.41 1.96 3.38 OUTFLOW: ID= 1 ( 51542) 954.66 66.54 12.58 74.41 1.99 3.39 CALIB NASHYD ( 51159) IID= 1 DT= 5.0 min Area (ha)= 67.11 Curve Number (cN)= 84.0 is (mm)= 7.31 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.64 Unit Hyd Qpeak (cms)= 4.011 PEAK FLOW (cms)= 6.692 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 85.418 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.672 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51935)1 1 + 2 = 3 ID1= 1 ( 51159): + ID2= 2 ( 51542): AREA (ha) 67.11 954.66 QPEAK TPEAK R.V. (cms) (hrs) (mm) 6.692 12.58 85.42 66.538 12.58 74.41 ID = 3 ( 51935): 1021.77 73.230 12.58 75.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51541)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH (m) 0.10 0.20 0.30 0.40 0.50 0.60 ELEV (m) 0.10 0.20 0.30 0.40 0.50 0.60 VOLUME (cu.m.) .119E+03 .270E+03 .451E+03 .663E+03 .907E+03 .118E+04 Main Channel Main Channel Main Channel Main Channel TRAVEL TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 0.2 0.77 11.26 0.6 1.14 7.54 1.2 1.43 6.02 2.1 1.68 5.15 3.3 1.89 4.56 4.8 2.09 4.13 PEAK FLOW (cms)= 7.314 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 85.536 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.672 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51929)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 51141): 27.84 (cms)335 12.58) 70.10 + ID2= 2 ( 51142): 70.43 7.314 12.58 85.54 ID = 3 ( 51929): 98.27 9.649 12.58 81.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51929) 1 3 + 2 ID1= 3 ( 51929): + IO2= 2 ( 51143): AREA (ha) 98.27 40.27 QPEAK TPEAK R.V.. (cms) (hrs) (mm) 9.649 12.58 81.16 4.121 12.50 74.48 ID = 1 ( 51929): 138.54 13.662 12.50 79.22 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 51929)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51929): 138.54 13.662 12.50 79.22 + ID2= 2 ( 51535): 752.88 57.949 12.75 74.02 ID = 3 ( 51929): 891.42 70.848 12.67 74.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 51929)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51929): 891.42 70.848 12.67 74.83 + 102= 2 ( 51541): 1021.77 73.045 12.58 75.13 ID = 1 ( 51929): 1913.19 143.472 12.67 74.99 CALIB NASITYD ( 51142) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 4.439 70.43 Curve Number (CN)= 84.0 7.18 # of Linear Res.(N)= 3.00 0.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51534)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 5.00 0.1000 50.00 2.00 0.1000 56.00 1.00 0.1000 /0.0350 Main Channel 59.00 0.00 0.0350 Main Channel 61.00 0.00 0.0350 Main Channel 64.00 1.00 0.0350 /0.1000 Main Channel 70.00 2.00 0.1000 120.00 5.00 0.1000 Unit Hyd Qpeak (cms)= 2.460 PEAK FLOW (cms)= 3.651 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 76.799 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.604 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.25 0.25 .113E+04 0.9 1.27 21.75 0.50 0.50 .289E+04 3.2 1.85 14.89 0.75 0.75 .526E+04 7.4 2.31 11.93 1.00 1.00 .825E+04 13.5 2.71 10.17 1.27 1.27 .125E+05 24.6 3.26 8.45 1.53 1.53 .181E+05 38.8 3.53 7.79 1.80 1.80 .252E+05 56.2 3.69 7.46 2.07 2.07 .337E+05 76.7 3.76 7.32 2.33 2.33 .454E+05 100.8 3.66 7.51 2.60 2.60 .611E+05 130.4 3.52 7.81 2.87 2.87 .806E+05 166.1 3.40 8.09 3.13 3.13 .104E+06 208.5 3.31 8.32 3.40 3.40 .132E+06 258.3 3.24 8.49 3.67 3.67 .163E+06 316.1 3.20 8.58 3.93 3.93 .198E+06 382.5 3.19 8.63 4.20 4.20 .237E+06 458.1 3.19 8.63 4.47 4.47 .280E+06 543.4 3.20 8.59 4.73 4.73 .327E+06 639.0 3.22 8.53 5.00 5.00 .378E+06 745.4 3.25 8.45 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51929) 1913.19 143.47 12.67 74.99 2.70 3.48 OUTFLOW: ID= 1 ( 51534) 1913.19 138.28 12.83 74.99 2.65 3.50 CALIB NASHYD ( 51135) Area (ha)= 86.48 curve Number (CN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)= 7.23 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.82 Unit Hyd Qpeak (cms). 4.023 PEAK FLOW (cms)= 7.009 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 83.681 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.658 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51136)1 Area (ha)= 41.35 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.19 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.64 1 ROUTE CHN( 51533)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .162E+03 0.2 0.66 17.74 0.20 0.20 .366E+03 0.5 0.99 11.88 0.30 0.30 .612E+03 1.1 1.24 9.49 0.40 0.40 .900E+03 1.9 1.45 8.11 0.50 0.50 .123E+04 2.9 1.63 7.18 0.60 0.60 .160E+04 4.1 1.80 6.50 0.70 0.70 .202E+04 5.6 1.96 5.98 0.80 0.80 .248E+04 7.4 2.11 5.55 0.90 0.90 .297E+04 9.5 2.25 5.20 1.00 1.00 .352E+04 11.9 2.39 4.91 1.11 1.11 .419E+04 15.7 2.63 4.45 1.22 1.22 .498E+04 19.9 2.82 4.16 1.33 1.33 .586E+04 24.6 2.95 3.97 1.44 1.44 .685E+04 29.8 3.05 3.84 1.56 1.56 .794E+04 35.4 3.13 3.74 1.67 1.67 .914E+04 41.6 3.20 3.67 1.78 1.78 .104E+05 48.2 3.25 3.61 1.89 1.89 .119E+05 55.4 3.29 3.56 2.00 2.00 .134E+05 63.1 3.32 3.53 **x* WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51928) 2086.19 152.69 12.83 75.54 1.97 3.31 OUTFLOW: ID= 1 ( 51533) 2086.19 151.64 12.83 75.54 2.00 3.32 CALIB NASHYD ( 51134) Area (ha)= 32.84 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 6.50 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.42 Unit Hyd Qpeak (cms)= 3.015 PEAK FLOW (cms)= 4.299 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 82.553 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.649 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51137) Area (ha)= 45.18 Curve Number (CN)= 82.0 1ID= 1 DT= 5.0 min Ia (mm)= 7.07 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.48 Unit Hyd Qpeak (cms)= 3.588 PEAK FLOW (cms)= 5.304 (l) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 82.044 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51928)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51135): 86.48 7.009) 12.83cms rs) 83.68) + ID2= 2 ( 51136): 41.35 3.651 12.58 76.80 ID = 3 ( 51928): 127.83 10.560 12.75 81.45 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51928)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51928): 127.83 10.560 12.75 81.45 + ID2= 2 ( 51137): 45.18 5.304 12.42 82.04 ID = 1 ( 51928): 173.01 15.268 12.58 81.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51928)1 1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ha cms rs mm ID1= 1 ( 51928): 173 01 15.268) 12.58) 81.61) + ID2= 2 ( 51534): 1913.19 138.282 12.83 74.99 ID = 3 ( 51928): 2086.19 152.687 12.83 75.54 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 51133) IID= 1 DT= 5.0 min Area (ha)= 33.74 Ia (mm)= 6.62 U.H. Tp(hrs)= 0.44 Unit Hyd Qpeak (cms)= 2.909 PEAK FLOW (cms)= 4.212 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 82.446 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.648 Curve Number (CN)= 82.0 # of Linear Res.(N)= 3.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 51927)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51133): 33.74 4.212 12.42 82.45 + ID2= 2 ( 51134): 32.84 4.299 12.33 82.55 ID = 3 ( 51927): 66.58 8.478 12.33 82.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51927)1 I 3+ 2= 1 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 51927): 66.58 (cms)478 12.33) 82.50 + ID2= 2 ( 51533): 2086.19 151.643 12.83 75.54 ---------------------------------------------------- ID = 1 ( 51927): 2152.77 157.130 12.83 75.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51532)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .276E+03 0.2 0.81 24.70 0.20 0.20 .624E+03 0.6 1.21 16.55 0.30 0.30 .104E+04 1.3 1.51 13.21 0.40 0.40 .154E+04 2.3 1.77 11.29 0.50 0.50 .210E+04 3.5 2.00 10.00 0.60 0.60 .273E+04 5.0 2.21 9.06 0.70 0.70 .344E+04 6.9 2.40 8.32 0.80 0.80 .422E+04 9.1 2.58 7.73 INFLOW : OUTFLOW: 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 .507E+04 .600E+04 .715E+04 .848E+04 .999E+04 .117E+05 .135E+05 .156E+05 .178E+05 .202E+05 .228E+05 11.7 14.6 19.2 24.4 30.1 36.4 43.4 50.9 59.1 67.9 77.3 2.76 2.93 3.23 3.45 3.61 3.74 3.84 3.91 3.98 4.03 4.07 7.24 6.83 6.20 5.80 5.53 5.34 5.21 5.11 5.03 4.96 4.91 ..** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51927) 2152.77 157.13 12.83 75.76 1.95 4.05 OUTFLOW: ID= 1 ( 51532) 2152.77 155.39 12.92 75.76 2.00 4.07 CALIB NASHYD ( 51129) ID= 1 DT= 5.0 min 1 Area (ha)- Ia (mm)= U.H. Tp(hrs)= 30.52 Curve Number (CN)= 81.0 6.85 # of Linear Res.(N)= 3.00 0.29 Unit Hyd Qpeak (cms)= 4.006 PEAK FLOW (cms)- 5.041 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 80.463 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.633 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51132)1 ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 28.94 Curve Number (CN)= 82.0 6.83 # of Linear Res.(N)= 3.00 0.42 Unit Hyd Qpeak (cms)- 2.645 PEAK FLOW (cms)- 3.765 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 82.256 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.647 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 51528)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .194E+03 0.2 0.77 18.18 0.20 0.20 .438E+03 0.6 1.15 12.18 0.30 0.30 .732E+03 1.3 1.44 9.73 0.40 0.40 .108E+04 2.2 1.69 8.31 0.50 0.50 .147E+04 3.3 1.90 7.36 0.60 0.60 .192E+04 4.8 2.10 6.67 0.70 0.70 .242E+04 6.6 2.29 6.13 0.80 0.80 .296E+04 8.7 2.46 5.69 0.90 0.90 .356E+04 11.1 2.63 5.33 1.00 1.00 .421E+04 13.9 2.79 5.03 1.11 1.11 .502E+04 18.3 3.07 4.56 1.22 1.22 .595E+04 23.2 3.29 4.27 1.33 1.33 .701E+04 28.7 3.44 4.07 1.44 1.44 .820E+04 34.7 3.57 3.93 1.56 1.56 .951E+04 41.3 3.66 3.83 1.67 1.67 .109E+05 48.5 3.73 3.76 1.78 1.78 .125E+05 56.3 3.79 3.70 1.89 1.89 .142E+05 64.7 3.84 3.65 2.00 2.00 .160E+05 73.7 3.88 3.62 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 51131) 92.16 7.96 12.75 82.10 0.77 2.40 ID= 1 ( 51527) 92.16 7.90 12.83 82.10 0.76 2.40 CALIB NASHYD ( 51130) ID= 1 DT= 5.0 min Area (ha)= U.H. Tp(hrs)= 39.07 Curve Number (CN)= 80.0 7.30 # of Linear Res.(N)= 3.00 0.37 Unit Hyd Qpeak (cros)= 3.990 PEAK FLOW (cms)= 5.250 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 78.373 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.616 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51925)1 1 + 2 = 3 ID1= 1 ( 51130): + ID2= 2 ( 51527): AREA (ha) 39.07 92.16 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.250 12.33 78.37 7.905 12.83 82.10 9.00 0.00 11.00 0.00 14.00 1.00 20.00 2.00 0.0350 Main Channel 0.0350 Main Channel 0.0350 /0.1000 Main Channel 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .148E+03 0.3 1.29 0.20 0.20 .334E+03 1.0 1.93 0.30 0.30 .558E+03 2.1 2.42 0.40 0.40 .822E+03 3.6 2.83 0.50 0.50 .112E+04 5.6 3.20 0.60 0.60 .146E+04 8.0 3.53 0.70 0.70 .184E+04 11.0 3.84 0.80 0.80 .226E+04 14.5 4.13 0.90 0.90 .272E+04 18.7 4.41 1.00 1.00 .321E+04 23.4 4.68 1.11 1,11 .383E+04 30.8 5.16 1.22 1,22 .454E+04 39.0 5.51 1.33 1.33 .535E+04 48.2 5.78 1.44 1.44 .625E+04 58.3 5.98 1.56 1.56 .725E+04 69.3 6.14 1.67 1.67 .834E+04 81.4 6.26 1.78 1.78 .953E+04 94.4 6.36 1.89 1,89 .108E+05 108.5 6.44 2.00 2.00 .122E+05 123.6 6.51 INFLOW : OUTFLOW: AREA (ha) ID= 2 ( 51132) 28.94 ID= 1 ( 51528) 28.94 TRAV.TIME (min) 8.27 5.54 4.42 3.78 3.35 3.03 2.79 2.59 2.43 2.29 2,07 1,94 1.85 1.79 1.74 1.71 1.68 1,66 1,64 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 3.77 12.33 82.26 0.41 2.85 3.77 12.42 82.26 0.41 2.85 1 CALIB 1 NASHYD ( 51131) 11D= 1 DT= 5.0 min Area (ha)= 92.16 curve Number (CN)= 82.0 Ia (mm)= 7.01 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.73 Unit Hyd Qpeak (cms)= 4.815 PEAK FLOW (cms)- 7.962 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 82.101 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 51527)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 6.00 9.00 11.00 1.00 0.1000/0.0350 0.00 0.0350 0.00 0.0350 Main Channel Main Channel Main Channel 1 ADD HYD ( 51925)1 1 3+ 2= 1 I AREA QPEAK TPEAK R.V. a) (cms rsID1= 3 ( 51925): 131.23 11.585) 12.58) 80.99) + ID2= 2 ( 51528): 28.94 3.767 12.42 82.26 ---------------------------------------------------- ID = 1 ( 51925): 160.17 15.182 12.50 81.22 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51526)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .118E+03 0.2 0.71 0.20 0.20 .267E+03 0.5 1.06 0.30 0.30 .447E+03 1.1 1.32 0.40 0.40 .657E+03 2.0 1.55 0.50 0.50 .899E+03 3.1 1.75 0.60 0.60 .117E+04 4.4 1.93 0.70 0.70 .147E+04 6.0 2.10 0.80 0.80 .181E+04 7.9 2.26 0.90 0.90 .217E+04 10.2 2.41 1.00 1.00 .257E+04 12.8 2.56 1.11 1.11 .306E+04 16.8 2.82 1.22 1.22 .363E+04 21.3 3.01 1.33 1.33 .428E+04 26.3 3.16 1.44 1.44 .500E+04 31.8 3.27 1.56 1.56 .580E+04 37.9 3.35 1.67 1.67 .668E+04 44.5 3.42 1.78 1.78 .763E+04 51.6 3.47 1.89 1.89 .866E+04 59.3 3.52 2.00 2,00 .976E+04 67.6 3.56 Main Channel Main Channel Main Channel Main Channel AREA (ha) INFLOW : ID= 2 ( 51925) 160.17 OUTFLOW: ID= 1 ( 51526) 160.17 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 15.18 12.50 81.22 15.15 12.50 81.22 TRAV. TIME (min) 12.10 8.11 6.48 5.53 4.90 4.44 4.08 3.79 3.55 3.35 3.04 2.84 2.71 2.62 2.55 2.50 2.46 2.43 2.41 <-pipe / channel-> MAX DEPTH MAX VEL 1.07 (2.71 1.06 2.70 CALIB NASHYD ( 51140) Area (ha) - 11D= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 3.879 ID = 3 ( 51925): 131.23 11.585 12.58 80.99 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 90.39 Curve Number (CN)= 85.0 7.16 # of Linear Res.(N)= 3.00 0.89 PEAK FLOW (cms)= 7.222 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 87.402 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.687 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 83.663 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.658 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 51530)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 6.00 9.00 11.00 14.00 20.00 FOR SECTION ( 1.1) > Elevation Manning 2.00 0.1000 1.00 0.1000 /0.0350 0.00 0.0350 0.00 0.0350 1.00 0.0350 /0.1000 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .110E+03 0.2 0.80 0.20 0.20 .249E+03 0.6 1.19 0.30 0.30 .417E+03 1.3 1.49 0.40 0.40 .613E+03 2.2 1.74 0.50 0.50 .838E+03 3.4 1.96 0.60 0.60 .109E+04 4.9 2.17 0.70 0.70 .137E+04 6.8 2.36 0.80 0.80 .169E+04 8.9 2.54 0.90 0.90 .203E+04 11.5 2.71 1.00 1.00 .239E+04 14.4 2.88 1.11 1.11 .286E+04 18.9 3.17 1.22 1.22 .339E+04 24.0 3.39 1.33 1.33 .399E+04 29.6 3.55 1.44 1.44 .467E+04 35.8 3.68 1.56 1.56 .541E+04 42.6 3.77 1.67 1.67 .623E+04 50.0 3.85 1.78 1.78 .711E+04 58.0 3.91 1.89 1.89 .807E+04 66.7 3.96 2.00 2.00 .910E+04 76.0 4.00 Main Channel Main Channel Main Channel Main Channel TRAV.TIME (min) 10.03 6.72 5.37 4.59 4.06 3.68 3.38 3.14 2.94 2.77 2.52 2.36 2.25 2.17 2.12 2.07 2.04 2.02 2.00 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51140) 90.39 7.22 12.92 87.40 0.72 2.40 OUTFLOW: ID= 1 ( 51530) 90.39 7.22 12.92 87.40 0.72 2.39 CALIB NASHYD ( 51139) Area (ha)= 75.22 Curve Number (cN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)= 7.25 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.86 Unit Hyd Qpeak (cms)= 3.345 PEAK FLOW (cms)= 5.892 (i) TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51926)1 1 + 2 = 3 ID1= 1 ( 51138): + ID2= 2 ( 51530): AREA (ha) 18.30 90.39 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.970 12.17 81.99 7.219 12.92 87.40 ID = 3 ( 51926): 108.69 7.800 12.83 86.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51926)1 3 + 2 = 1 I AREA (ha) ID1= 3 ( 51926): 108.69 + ID2= 2 ( 51531): 75.22 QPEAK TPEAK R.V. (cms) (hrs) (mm) 7.800 12.83 86.49 5.887 12.92 83.66 ID = 1 ( 51926): 183.91 13.679 12.83 85.33 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51529)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .451E+02 0.2 1.04 3.15 0.20 0.20 .102E+03 0.8 1.55 2.11 0.30 0.30 .171E+03 1.7 1.94 1.69 0.40 0.40 .251E+03 2.9 2.27 1.44 0.50 0.50 .343E+03 4.5 2.56 1.28 0.60 0.60 .447E+03 6.5 2.83 1.16 0.70 0.70 .563E+03 8.8 3.08 1.06 0.80 0.80 .691E+03 11.7 3.31 0.99 0.90 0.90 .830E+03 15.0 3.54 0.92 1.00 1.00 .981E+03 18.8 3.75 0.87 1.11 1.11 .117E+04 24.7 4.13 0.79 1.22 1.22 .139E+04 31.3 4.42 0.74 1.33 1.33 .163E+04 38.6 4.63 0.71 1.44 1.44 .191E+04 46.7 4.79 0.68 1.56 1.56 .222E+04 55.6 4.92 0.66 1.67 1.67 .255E+04 65.2 5.02 0.65 1.78 1.78 .291E+04 75.7 5.10 0.64 1.89 1.89 .331E+04 87.0 5.16 0.63 I ROUTE CHN( 51531)1 I IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .764E+02 0.2 0.91 0.20 0.20 .173E+03 0.7 1.36 0.30 0.30 .289E+03 1.5 1.70 0.40 0.40 .425E+03 2.5 1.99 0.50 0.50 .582E+03 3.9 2.24 0.60 0.60 .758E+03 5.7 2.48 0.70 0.70 .954E+03 7.7 2.70 0.80 0.80 .117E+04 10.2 2.90 0.90 0.90 .141E+04 13.1 3.10 1.00 1.00 .166E+04 16.4 3.29 1.11 1.11 .198E+04 21.6 3.62 1.22 1.22 .235E+04 27.4 3.87 1.33 1.33 .277E+04 33.8 4.06 1.44 1.44 .324E+04 40.9 4.20 1.56 1.56 .375E+04 48.7 4.31 1.67 1.67 .432E+04 57.1 4.40 1.78 1.78 .494E+04 66.3 4.46 1.89 1.89 .560E+04 76.2 4.52 2.00 2.00 .631E+04 86.8 4.57 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 51139) OUTFLOW: ID= 1 ( 51531) AREA (ha) 75.22 75.22 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.89 12.83 83.66 5.89 12.92 83.66 TRAV.TIME (min) 6.09 4.08 3.26 2.79 2.47 2.23 2.05 1.91 1.79 1.69 1.53 1.43 1.36 1.32 1.29 1.26 1.24 1.22 1.21 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.61 2.50 0.61 2.50 CALIB I NASHYD ( 51138) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 3.512 PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)= (hrs)= (mm)= 18.30 6.96 0.20 3.970 (i) 12.167 81.988 Curve Number (CN)= 82.0 # of Linear Res.(N)= 3.00 2.00 2.00 .373E+04 99.1 5.22 AREA (ha) INFLOW ID= 2 ( 51926) 183.91 OUTFLOW: ID= 1 ( 51529) 183.91 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 13.68 12.83 85.33 13.67 12.83 85.33 0.63 <-pipe / channel-> MAX DEPTH MAX VEL 0.86 (3.45 0.86 3.44 1 ADD HYD ( 51924) = 3 1 ID1= 1 ( 51129): + ID2= 2 ( 51526): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 30.52 5.041 12.25 80.46 160.17 15.151 12.50 81.22 ID = 3 ( 51924): 190.69 18.754 12.42 81.10 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51924)1 3 + 2 = 1 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 3 ( 51924): 190.69 18.754 12.42 81.10 + ID2= 2 ( 51529): 183.91 13.674 12.83 85.33 ID = 1 ( 51924): 374.61 30.819 12.58 83.18 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51525)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .271E+03 0.1 0.54 36.58 0.20 0.20 .613E+03 0.4 0.80 24.51 0.30 0.30 .102E+04 0.9 1.00 19.57 0.40 0.40 .151E+04 1.5 1.17 16.73 0.50 0.50 .206E+04 2.3 1.33 14.81 0.60 0.60 .269E+04 3.3 1.46 13.41 0.70 0.70 .338E+04 4.6 1.59 12.33 0.80 0.80 .415E+04 6.0 1.71 11.45 0.90 0.90 .498E+04 7.7 1.83 10.73 1.00 1.00 .589E+04 9.7 1.94 10.12 1.11 1.11 .702E+04 12.8 2.14 9.18 1.22 1.22 .833E+04 16.2 2.29 8.59 1.33 1.33 .982E+04 20.0 2.40 8.19 1.44 1.56 1.67 1.78 1.89 2.00 1.44 1.56 1.67 1.78 1.89 2.00 .115E+05 .133E+05 .153E+05 .175E+05 .198E+05 .224E+05 24.2 2.48 7.91 28.7 2.54 7.71 33.7 2.60 7.56 39.2 2.64 7.45 45.0 2.67 7.35 51.3 2.70 7.28 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51924) 374.61 30.82 12.58 83.18 1.60 2.57 OUTFLOW: ID= 1 ( 51525) 374.61 30.29 12.67 83.18 1.59 2.56 CALIB NASHYD ( 51128) Area (ha)= 64.06 Curve Number (CN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 6.98 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.53 Unit Hyd Qpeak (cms)= 4.643 PEAK FLOW (cms)= 6.714 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 78.664 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.618 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 51923)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51128): 64.06 6.714 12.50 78.66 + 1D2= 2 ( 51525): 374.61 30.294 12.67 83.18 ID = 3 ( 51923): 438.66 36.621 12.67 82.52 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51524)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .155E+03 0.2 0.84 13.39 0.20 0.20 .349E+03 0.6 1.25 8.97 0.30 0.30 .585E+03 1.4 1.56 7.17 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .350E+02 0.2 0.77 3.28 0.20 0.20 .790E+02 0.6 1.15 2.20 0.30 0.30 .132E+03 1.3 1.44 1.76 0.40 0.40 .195E+03 2.2 1.69 1.50 0.50 0.50 .266E+03 3.3 1.90 1.33 0.60 0.60 .347E+03 4.8 2.10 1.20 0.70 0.70 .436E+03 6.6 2.29 1.11 0.80 0.80 .535E+03 8.7 2.46 1.03 0.90 0.90 .643E+03 11.1 2.63 0.96 1.00 1.00 .760E+03 13.9 2.79 0.91 1.11 1.11 .906E+03 18.3 3.07 0.82 1.22 1.22 .108E+04 23.2 3.29 0.77 1.33 1.33 .127E+04 28.7 3.44 0.74 1.44 1.44 .148E+04 34.7 3.57 0.71 1.56 1.56 .172E+04 41.3 3.66 0.69 1.67 1.67 .198E+04 48.5 3.73 0.68 1.78 1.78 .226E+04 56.3 3.79 0.67 1.89 1.89 .256E+04 64.7 3.84 0.66 2.00 2.00 .289E+04 73.7 3.88 0.65 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51922) 456.99 37.92 12.67 82.30 1.50 3.61 OUTFLOW: ID= 1 ( 51523) 456.99 37.94 12.67 82.30 1.49 3.61 CALIB NASHYD ( 51126)1 Area (ha)= 46.54 Curve Number (CN)= 83.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.90 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.33 Unit Hyd Qpeak (cms)= 5.322 PEAK FLOW (cms)= 7.299 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 83.960 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.660 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN(. 51522)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 0.40 0.40 .860E+03 2.3 0.50 0.50 .118E+04 3.6 0.60 0.60 .153E+04 5.2 0.70 0.70 .193E+04 7.1 0.80 0.80 .237E+04 9.4 0.90 0.90 .284E+04 12.1 1.00 1.00 .336E+04 15.1 1.11 1.11 .401E+04 19.9 1.22 1.22 .475E+04 25.2 1.33 1.33 .560E+04 31.1 1.44 1.44 .655E+04 37.7 1.56 1.56 .759E+04 44.8 1.67 1.67 .874E+04 52.6 1.78 1.78 .998E+04 61.0 1.89 1.89 .113E+05 70.1 2.00 2.00 .128E+05 79.9 INFLOW : ID= 2 OUTFLOW: ID= 1 ( 1.83 2.07 2.28 2.48 2.67 2.85 3.02 3.33 3.56 3.73 3.87 3.97 4.05 4.11 4.16 4.21 6.12 5.42 4.91 4.51 4.19 3.93 3.70 3.36 3.14 3.00 2.90 2.82 2.77 2.73 2.69 2.66 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 51923) 438.66 36.62 12.67 82.52 1.43 3.84 51524) 438.66 36.61 12.67 82.52 1.43 3.84 CALIB NASHYD ( 51127) Area (ha)= 18.32 curve Number (CN)= 79.0 IID= 1 DT= 5.0 min Ia (mm)= 6.83 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.27 Unit Hyd Qpeak (cms)= 2.573 PEAK FLOW (cms)= 2.999 (1) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 77.070 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.606 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51922)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 51127): 18.32 2.999) 12.25) 77.07) + ID2= 2 ( 51524): 438.66 36.609 12.67 82.52 ID = 3 ( 51922): 456.99 37.918 12.67 82.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51523)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .649E+02 0.2 0.72 6.54 0.20 0.20 .147E+03 0.6 1.07 4.39 0.30 0.30 .245E+03 1.2 1.34 3.50 0.40 0.40 .361E+03 2.0 1.57 2.99 0.50 0.50 .494E+03 3.1 1.77 2.65 0.60 0.60 .643E+03 4.5 1.96 2.40 0.70 0.70 .810E+03 6.1 2.13 2.21 0.80 0.80 .993E+03 8.1 2.29 2.05 0.90 0.90 .119E+04 10.4 2.45 1.92 1.00 1.00 .141E+04 13.0 2.60 1.81 1.11 1.11 .168E+04 17.1 2.86 1.64 1.22 1.22 .200E+04 21.6 3.06 1.54 1.33 1.33 .235E+04 26.7 3.21 1.47 1.44 1.44 .275E+04 32.3 3.32 1.42 1.56 1.56 .319E+04 38.5 3.41 1.38 1.67 1.67 .367E+04 45.2 3.47 1.35 1.78 1.78 .419E+04 52.4 3.53 1.33 1.89 1.89 .475E+04 60.2 3.57 1.32 2.00 2.00 .536E+04 68.6 3.61 1.30 INFLOW : ID= 2 OUTFLOW: ID= 1 ( <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 51126) 46.54 7.30 12.25 83.96 0.76 2.23 51522) 46.54 7.27 12.33 83.96 0.76 2.22 IADD HYD ( 51921)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 1 ( 51522): 46.54 7.265 12.33 83.96 + ID2= 2 ( 51523): 456.99 37.938 12.67 82.30 ID = 3 ( 51921): 503.53 43.038 12.58 82.45 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51521)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m). (m) (cu.m.) (cros) (m/s) (min) 0.10 0.10 .155E+03 0.2 0.65 17.20 0.20 0.20 .351E+03 0.5 0.98 11.53 0.30 0.30 .587E+03 1.1 1.22 9.21 0.40 0.40 .864E+03 1.8 1.43 7.87 0.50 0.50 .118E+04 2.8 1.61 6.97 0.60 0.60 .154E+04 4.1 1.78 6.31 0.70 0.70 .194E+04 5.6 1.94 5.80 0.80 0.80 .238E+04 7.3 2.09 5.39 0.90 0.90 .285E+04 9.4 2.23 5.05 1.00 1.00 .337E+04 11.8 2.36 4.76 1.11 1.11 .402E+04 15.5 2.61 4.32 1.22 1.22 .477E+04 19.7 2.78 4.04 1.33 1.33 .562E+04 24.3 2.92 3.85 1.44 1.44 .657E+04 29.4 3.02 3.72 1.56 1.56 .762E+04 35.0 3.10 3.63 1.67 1.67 .877E+04 41.1 3.16 3.56 1.78 1.78 .100E+05 47.7 3.21 3.50 1.89 1.89 .114E+05 54.8 3.25 3.46 2.00 2.00 .128E+05 62.4 3.29 3.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51921) 503.53 43.04 12.58 82.45 1.70 3.18 OUTFLOW: ID= 1 ( 51521) 503.53 42.79 12.67 82.45 1.69 3.17 CALIB NASHYD ( 51124) Area (ha)= 26.69 Curve Number (cN)= 79.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.37 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms). 2.856 PEAK FLOW (cros)= 3.603 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 76.629 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.602 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51125) Area (ha)= 21.55 Curve Number (CN)= 76.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.30 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.81 Unit Hyd Qpeak (cms)= 1.012 PEAK FLOW (cms)- 1.487 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)- 71.839 TOTAL RAINFALL (mm). 127.200 RUNOFF COEFFICIENT = 0.565 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51920)1 1.67 1.78 1.89 2.00 1.67 1.78 1.89 2.00 .138E+05 .157E+05 .178E+05 .201E+05 39.2 45.5 52.3 59.6 3.02 3.07 3.10 3.14 5.84 5.75 5.68 5.62 "* " WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51920) 2704.53 197.69 12.92 76.98 1.99 3.13 OUTFLOW: ID= 1 ( 51520) 2704.53 195.32 13.00 76.98 2.00 3.14 CALIB 1 NASHYD ( 51123)1 Area (ha)= 82.43 Curve Number (CN)= 81.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.66 Unit Hyd Qpeak (cms)= 4.770 PEAK FLOW (cms)- 7.500 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 80.319 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.631 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 1 NASHYD ( 51122)1 Area (ha)= 18.77 Curve Number (CN)= 73.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.04 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.84 Unit Hyd Qpeak (cms)- 0.851 PEAK FLOW (cms)- 1.163 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 66.629 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.524 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 51121)1 Area (ha)= 27.59 Curve Number (CN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)= 6.98 # of Linear Res.(N)= 3.00 U.H. Tp(hrs) 0.55 Unit Hyd Qpeak (cms)- 1.902 PEAK FLOW (cms)= 2.992 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 83.906 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.660 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 51124): 2fi.69 3.603) 12.33) 76.63) + 102= 2 ( 51125): 21.55 1.487 12.83 71.84 ID = 3 ( 51920) == 48.24 4.647 12.33 74.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 51920)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 51920): 48.24 4.647) 12.33cms rs) 74.49) + ID2= 2 ( 51521): 503.53 42.785 12.67 82.45 ID = 1 ( 51920): 551.76 46.909 12.58 81.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51920)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51920): 551.76 46.909 12.58 81.76 + ID2= 2 ( 51532): 2152.77 155.389 12.92 75.76 ID = 3 ( 51920): 2704.53 197.686 12.92 76.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51520)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) , > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .243E+03 0.1 0.62 28.26 0.20 0.20 .550E+03 0.5 0.93 18.94 0.30 0.30 .920E+03 1.0 1.17 15.12 0.40 0.40 .135E+04 1.7 1.36 12.92 0.50 0.50 .185E+04 2.7 1.54 11.44 0.60 0.60 .241E+04 3.9 1.70 10.36 0.70 0.70 .304E+04 5.3 1.85 9.52 0.80 0.80 .372E+04 7.0 1.99 8.85 0.90 0.90 .447E+04 9.0 2.13 8.29 1.00 1.00 .529E+04 11.3 2.26 7.82 1.11 1.11 .631E+04 14.8 2.49 7.09 1.22 1.22 .748E+04 18.8 2.66 6.63 1.33 1.33 .882E+04 23.2 2.79 6.33 1.44 1.44 .103E+05 28.1 2.88 6.11 1.56 1.56 .119E+05 33.4 2.96 5.96 1 ADD HYD ( 51919)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 51121): 27.59 (cms)992 12.50 83.91) + ID2= 2 ( 51122): 18.77 1.163 12.83 66.63 ID = 3 ( 51919): 46.36 4.033 12.58 76.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD +YD2 ( 51919) 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 51919): 46.36 4.033) 12.58cms rs) 76.91) + ID2= 2 ( 51123): 82.43 7.500 12.67 80.32 -------------------------------------------- ID = 1 ( 51919): 128.79 11.503 12.58 79.09 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51919)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51919): 128.79 11.503 12.58 79.09 + ID2- 2 ( 51520): 2704.53 195.316 13.00 76.98 ID = 3 ( 51919): 2833.32 205.067 13.00 77.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51519)1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .201E+03 0.1 0.64 22.76 0.20 0.20 .456E+03 0.5 0.96 15.25 0.30 0.30 .762E+03 1.0 1.20 12.18 0.40 0.40 .112E+04 1.8 1.40 10.41 0.50 0.50 .153E+04 2.8 1.58 9.22 0.60 0.60 .200E+04 4.0 1.75 8.35 0.70 0.70 .251E+04 5.5 1.90 7.67 0.80 0.80 .308E+04 7.2 2.05 7.13 0.90 0.90 .371E+04 9.2 2.19 6.68 1.00 1.00 .438E+04 11.6 2.32 6.30 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 .522E+04 .620E+04 .730E+04 .853E+04 .990E+04 .114E+05 .130E+05 .148E+05 .166E+05 15.2 19.3 23.9 28.9 34.4 40.3 46.8 53.8 61.3 2.56 5.71 2.73 5.34 2.86 5.10 2.96 4.93 3.04 4.80 3.10 4.71 3.15 4.63 3.19 4.58 3.23 4.53 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51919) 2833.32 205.07 13.00 77.08 1.95 3.21 OUTFLOW: ID= 1 ( 51519) 2833.32 203.55 13.08 77.08 2.00 3.23 CALIB NASHYD ( 51120) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 34.04 Curve Number (CN)= 76.0 7.72 # of Linear Res.(N)= 3.00 0.71 Unit Hyd Qpeak (cms)= 1.831 PEAK FLOW (cms)= 2.585 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 71.487 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.562 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51918)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51120): 34.04 2.585 12.67 71.49 + ID2= 2 ( 51519): 2833.32 203.548 13.08 77.08 ID = 3 ( 51918): 2867.36 205.791 13.08 77.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51518)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .135E+03 0.1 0.47 20.83 0.20 0.20 .306E+03 0.4 0.70 13.96 0.30 0.30 .512E+03 0.8 0.88 11.15 0.40 0.40 .753E+03 1.3 1.03 9.52 0.50 0.50 .103E+04 2.0 1.16 8.44 0.60 0.60 .134E+04 2.9 1.28 7.64 0.70 0.70 .169E+04 4.0 1.40 7.02 0.80 0.80 .207E+04 5.3 1.50 6.52 0.90 0.90 .249E+04 6.8 1.60 6.11 1.00 1.00 .294E+04 8.5 1.70 5.76 1.11 1.11 .351E+04 11.2 1.88 5.23 1.22 1.22 .416E+04 14.2 2.01 4.89 1.33 1.33 .490E+04 17.5 2.10 4.66 1.44 1.44 .573E+04 21.2 2.18 4.51 1.56 1.56 .665E+04 25.2 2.23 4.39 1.67 1.67 .765E+04 29.6 2.28 4.31 1.78 1.78 .874E+04 34.3 2.31 4.24 1.89 1.89 .991E+04 39.5 2.34 4.19 2.00 2.00 .112E+05 45.0 2.37 4.14 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51917) 2901.51 205.69 13.17 76.76 1.96 2.36 OUTFLOW: ID= 1 ( 51517) 2901.51 204.46 13.25 76.76 2.00 2.37 1 CALIB NASHYD ( 51156)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 16.82 Curve Number (CN)= 66.0 5.98 # of Linear Res.(N)= 3.00 1.04 Unit Hyd Qpeak (cms)= 0.616 PEAK FLOW (cms)= 0.762 (7) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 58.294 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.458 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .246E+03 0.2 0.73 24.30 0.20 0.20 .556E+03 0.6 1.09 16.28 0.30 0.30 .931E+03 1.2 1.37 13.00 0.40 0.40 .137E+04 2.1 1.60 11.11 0.50 0.50 .187E+04 3.2 1.81 9.84 0.60 0.60 .244E+04 4.6 2.00 8.91 0.70 0.70 .307E+04 6.2 2.18 8.19 0.80 0.80 .376E+04 8.2 2.34 7.61 0.90 0.90 .452E+04 10.6 2.50 7.13 1.00 1.00 .535E+04 13.3 2.65 6.72 1.11 1.11 .638E+04 17.4 2.92 6.10 1.22 1.22 .757E+04 22.1 3.12 5.70 1.33 1.33 .891E+04 27.3 3.28 5.44 1.44 1.44 .104E+05 33.0 3.39 5.26 1.56 1.56 .121E+05 39.3 3.48 5.12 1.67 1.67 .139E+05 46.1 3.55 5.02 1.78 1.78 .159E+05 53.5 3.60 4.95 1.89 1.89 .180E+05 61.5 3.65 4.88 2.00 2.00 .203E+05 70.1 3.69 4.83 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph AREA QPEAK TPEAK INFLOW : ID= 2 ( 51918) 2867.36 205.79 (hrs) OUTFLOW: ID= 1 ( 51518) 2867.36 204.12 13.17 R.V. (mm) 77.01 77.01 <-pipe / channel-> MAX DEPTH MAX VEL 2.00 (3.69 2.00 3.69 CALIB NASHYD ( 51119) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms). 1.418 34.16 curve Number (CN)= 65.0 7.82 # of Linear Res.(N)= 3.00 0.92 PEAK FLOW (cms)= 1.620 (l) TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 55.637 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.437 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51917) 1 1 + 2 = 3 1 AREA QPEAK (ha) (cms) ID1= 1 ( 51119): 34.16 1.620 + ID2= 2 ( 51518): 2867.36 204.119 TPEAK R.V. (hrs) (mm) 13.00 55.64 13.17 77.01 ID = 3 ( 51917): 2901.51 205.695 13.17 76.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51517)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 Unit Hyd Qpeak (cms)= 0.910 PEAK FLOW (cms)= 0.959 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 53.102 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.417 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 51157) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 63.79 Curve Number (CN)= 67.0 6.32 # of Linear Res.(N)= 3.00 0.50 Unit Hyd Qpeak (cms)= 4.912 PEAK FLOW (cms)= 5.096 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 59.399 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.467 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 51158) IID= 1 DT= 5.0 min Area (ha)= U.H. Tp(hrs)= 48.35 Curve Number (CN)= 73.0 5.82 # of Linear Res.(N)= 3.00 0.86 Unit Hyd Qpeak (cms)= 2.157 PEAK FLOW (cms)= 3.025 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 68.422 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.538 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51916)1 1 + 2 = 3 ID1= 1 ( 51157): + ID2= 2 ( 51158): AREA (ha) 63.79 48.35 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.096 12.50 59.40 3.025 12.83 68.42 ID = 3 ( 51916): 112.13 7.722 12.58 63.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 51118)1 ID= 1 DT= 5.0 min I Area (ha)= 19.40 Curve Number (CN)= 63.0 Ia (mm)= 7.77 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.81 1 ROUTE CHN( 51516)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 6.00 9.00 11.00 14.00 20.00 2.00 1.00 0.00 0.00 1.00 2.00 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel > 1 ADD HYD ( 51915)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51915): 148.36 9.256) 12.67cms rs) 61.39) + ID2= 2 ( 51517): 2901.51 204.460 13.25 76.76 ID = 3 ( 51915): 3049.87 211.454 13.25 76.01 DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .129E+03 0.1 0.62 0.20 0.20 .292E+03 0.5 0.92 0.30 0.30 .488E+03 1.0 1.15 0.40 0.40 .718E+03 1.7 1.35 0.50 0.50 .982E+03 2.7 1.52 0.60 0.60 .128E+04 3.8 1.68 0.70 0.70 .161E+04 5.2 1.83 0.80 0.80 .198E+04 6.9 1.97 0.90 0.90 .237E+04 8.9 2.10 1.00 1.00 .281E+04 11.1 2.23 1.11 1.11 .335E+04 14.6 2.46 1.22 1.22 .397E+04 18.6 2.63 1.33 1.33 .468E+04 22.9 2.75 1.44 1.44 .547E+04 27.7 2.85 1.56 1.56 .634E+04 33.0 2.92 1.67 1.67 .730E+04 38.7 2.98 1.78 1.78 .834E+04 45.0 3.03 1.89 1.89 .946E+04 51.7 3.07 2.00 2.00 .107E+05 58.9 3.10 INFLOW : ID= OUTFLOW: ID= TRAV.TIME (min) 15.18 10.17 8.12 6.94 6.15 5.57 5.12 4.75 4.45 4.20 3.81 3.56 3.40 3.28 3.20 3.14 3.09 3.05 3.02 <---- hydrograph ----> <-pipe / channel -5 AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL 2 ( 51916) 112.13 (cms)77 (hrs)25 63.29 0.84 (2 02 1 ( 51516) 112.13 7.67 12.67 63.29 0.84 2.02 ADD HYD ( 51915)1 1 + 2 = 3 ID1= 1 ( 51118): + ID2= 2 ( 51156): AREA (ha) 19.40 16.82 PEAK TPEAK R.V. (cms) (hrs) (mm) 0.959 12.83 53.10 0.762 13.08 58.29 ID = 3 ( 51915): 36.23 1.700 12.92 55.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD2 ( 51915)1 = 1 1 ID1= 3 ( 51915): + ID2= 2 ( 51516): AREA (ha) 36.23 112.13 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.700 12.92 55.51 7.670 12.67 63.29 ID = 1 ( 51915): 148.36 9.256 12.67 61.39 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. PEAK FLOW (cms)= 1.404 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 49.552 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.390 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51914)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51117): 30.71 1.404) 12.83cms rs) 49.55) + ID2= 2 ( 51515): 3049.87 210.982 13.25 76.01 ID = 3 ( 51914): 3080.58 212.227 13.25 75.75 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51514)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .122E+03 0.1 0.48 18.31 0.20 0.20 .275E+03 0.4 0.72 12.27 0.30 0.30 .460E+03 0.8 0.90 9.80 0.40 0.40 .677E+03 1.3 1.05 8.37 0.50 0.50 .926E+03 2.1 1.19 7.41 0.60 0.60 .121E+04 3.0 1.31 6.71 0.70 0.70 .152E+04 4.1 1.43 6.17 0.80 0.80 .186E+04 5.4 1.54 5.73. 0.90 0.90 .224E+04 6.9 1.64 5.37 1.00 1.00 .265E+04 8.7 1.74 5.06 1.11 1.11 .315E+04 11.4 1.92 4.59 1.22 1.22 .374E+04 14.5 2.05 4.30 1.33 1.33 .441E+04 17.9 2.15 4.10 1.44 1.44 .515E+04 21.7 2.23 3.96 1.56 1.56 .598E+04 25.8 2.28 3.86 1.67 1.67 .688E+04 30.3 2.33 3.79 1.78 1.78 .786E+04 35.1 2.37 3.73 1.89 1.89 .892E+04 40.4 2.40 3.68 2.00 2.00 .101E+05 46.0 2.42 3.64 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel -5 AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL INFLOW : ID= 2 ( 51914) 3080.58 212.23 (hrs)32 75.75 2.00 (2.42 OUTFLOW: ID= 1 ( 51514) 3080.58 211.45 13.33 75.75 2.00 2.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51515)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE 5 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .118E+03 0.1 0.56 15.19 0.20 0.20 .266E+03 0.4 0.84 10.18 0.30 0.30 .446E+03 0.9 1.05 8.13 0.40 0.40 .655E+03 1.6 1.23 6.94 0.50 0.50 .896E+03 2.4 1.39 6.15 0.60 0.60 .117E+04 3.5 1.53 5.57 0.70 0.70 .147E+04 4.8 1.67 5.12 0.80 0.80 .180E+04 6.3 1.79 4.76 0.90 0.90 .217E+04 8.1 1.92 4.45 1.00 1.00 .256E+04 10.2 2.03 4.20 1.11 1.11 .305E+04 13.4 2.24 3.81 1.22 1.22 .362E+04 16.9 2.39 3.56 1.33 1.33 .427E+04 20.9 2.51 3.40 1.44 1.44 .499E+04 25.3 2.60 3.29 1.56 1.56 .578E+04 30.1 2.67 3.20 1.67 1.67 .666E+04 35.3 2.72 3.14 1.78 1.78 .761E+04 41.0 2.76 3.09 1.89 1.89 .863E+04 47.1 2.80 3.05 2.00 2.00 .973E+04 53.7 2.83 3.02 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 51915) 3049.87 211.45 13.25 76.01 2.00 2.83 OUTFLOW: ID= 1 ( 51515) 3049.87 210.98 13.25 76.01 2.00 2.83 1 CALIB 1 NASHYD ( 51117) !ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.437 30.71 Curve Number (CN)= 60.0 7.53 # of Linear Res.(N)= 3.00 0.82 1 CALIB 1 NASHYD ( 51113) 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 3.351 86.42 Curve Number (CN)= 70.0 7.98 # of Linear Res.(N)= 3.00 0.99 4.415 (i) 13.000 62.318 127.200 0.490 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 51114) 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 45.49 Curve Number (CN)= 75.0 8.43 # of Linear Res.(N)= 3.00 1.45 Unit Hyd Qpeak (cms)= 1.200 PEAK FLOW (cms)= 1.951 (i) TIME TO PEAK (hrs)= 13.583 RUNOFF VOLUME (mm)= 69.340 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.545 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 51511)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 Distance 0.00 6.00 9.00 11.00 14.00 20.00 DATA FOR SECTION ( 1.1) > Elevation Manning 2.00 0.1000 1.00 0.1000 /0.0350 0.00 0.0350 0.00 0.0350 1.00 0.0350 /0.1000 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE 5 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .343E+03 0.1 0.45 54.82 0.20 0.20 .776E+03 0.4 0.68 36.74 0.30 0.30 .130E+04 0.7 0.85 29.33 0.40 0.40 .191E+04 1.3 0.99 25.07 0.50 0.50 .261E+04 2.0 1.12 22.20 0.60 0.60 .340E+04 2.8 1.24 20.10 0.70 0.70 .428E+04 3.9 1.35 18.48 0.80 0.80 .525E+04 5.1 1.45 17.17 0.90 0.90 .631E+04 6.5 1.55 16.08 1.00 1.00 .746E+04 8.2 1.64 15.16 1.11 1.11 .890E+04 10.8 1.81 13.76 1.22 1.22 .106E+05 13.7 1.93 12.87 1.33 1.33 .124E+05 16.9 2.03 12.28 1.44 1.44 .145E+05 20.4 2.10 11.86 1.56 1.56 .169E+05 24.3 2.15 11.56 1.67 1.67 .194E+05 28.5 2.19 11.34 1.78 1.78 .222E+05 33.1 2.23 11.16 1.89 1.89 .251E+05 38.0 2.26 11.02 2.00 2.00 .283E+05 43.3 2.28 10.90 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL ID= 2 ( 51114) 45.49 1.95 (hrs)35 69.34 0.50 (1.12 ID= 1 ( 51511) 45.49 1.88 13.92 69.34 0.49 1.10 1 ADD HYD ( 51911)1 1 + 2 = 3 ID1= 1 ( 51113): + ID2= 2 ( 51511): AREA (ha) 86.42 45.49 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.415 13.00 62.32 1.881 13,92 69.34 ID = 3 ( 51911): 131.90 5.889 13.25 64.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51510)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .104E+03 0.3 1.13 6.67 0.20 0.20 .234E+03 0.9 1.68 4.47 0.30 0.30 .392E+03 1.8 2.10 3.57 0.40 0.40 .576E+03 3.1 2.46 3.05 0.50 0.50 .788E+03 4.9 2.78 2.70 0.60 0.60 .103E+04 7.0 3.07 2.44 0.70 0.70 .129E+04 9.6 3.34 2.25 0.80 0.80 .158E+04 12.6 3.59 2.09 0.90 0.90 .190E+04 16.2 3.84 1.96 1.00 1.00 .225E+04 20.3 4.07 1.84 1.11 1.11 .268E+04 26.7 4.48 1.67 1.22 1.22 .318E+04 33.9 4.79 1.57 1.33 1.33 .375E+04 41.9 5.02 1.49 1.44 1.44 .438E+04 50.7 5.20 1.44 1.56 1.56 .508E+04 60.3 5.34 1.41 1.67 1.67 .585E+04 70.7 5.44 1.38 1.78 1.78 .669E+04 82.1 5.53 1.36 4.35 4.74 5.14 5.53 5.93 6.32 6.72 7.11 7.51 195.15 195.55 195.94 196.34 196.73 197.13 197.52 197.92 198.31 .130E+06 .149E+06 .169E+06 .189E+06 .211E+06 .236E+06 .264E+06 .294E+06 .324E+06 INFLOW : ID= 2 ( 51910) OUTFLOW: ID= 1 ( 51509) 460.8 561.5 670.9 781.5 901.5 983.8 1132.7 1295.9 1471.5 2.22 4.69 2.36 4.42 2.49 4.19 2.58 4.04 2.67 3.90 2.60 4.00 2.68 3.89 2.76 3.78 2.84 3.67 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 3212.48 217.32 13.33 75.29 3.12 1.83 3212.48 215.73 13.42 75.29 3.11 1.82 CALIB NASHYD ( 51112) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 42.74 Curve Number (CN)= 58.0 8.16 # of Linear Res.(N)= 3.00 1.27 Unit Hyd Qpeak (cms)= 1.282 PEAK FLOW (cms)- 1.313 (i) TIME TO PEAK (hrs)= 13.417 RUNOFF VOLUME (mm)= 46.772 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.368 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51909)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51112): 42.74 1.313 13.42 46.77 + ID2= 2 ( 51509): 3212.48 215.727 13.42 75.29 -------------------------------- ID = 3 ( 51909): 3255.22 217.039 13.42 74.92 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51508)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION Distance Elevation 0.00 198.31 13.18 197.18 22.72 196.79 34.42 196.78 41.48 195.95 44.47 194.93 63.46 192.30 68.41 191.85 74.80 192.01 78.38 191.44 ( 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 1.89 2.00 1.89 .759E+04 94.3 5.60 2.00 .855E+04 107.5 5.66 INFLOW : ID= 2 ( 51911) OUTFLOW: ID= 1 ( 51510) AREA (ha) 131.90 131.90 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.89 13.25 64.74 5.89 13.25 64.74 1.34 1.33 <-pipe / channel-> MAX DEPTH MAX VEL 0.55 (2.91 0.55 2.91 ADD HYD ( 51910)1 1 + 2 = 3 1 AREA QPEAK TPEAK (ha) (cms) (hrs) ID1= 1 ( 51510): 131.90 5.888 13.25 + 1D2= 2 ( 51514): 3080.58 211.446 13.33 R.V. (mm) 64.74 75.75 ID = 3 ( 51910): 3212.48 217.321 13.33 75.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51509)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.31 0.1000 13.18 197.18 0.1000 22.72 196.79 0.1000 34.42 196.78 0.1000 41.48 195.95 0.1000 44.47 194.93 0.1000 63.46 192.30 0.1000 68.41 191.85 0.1000 74.80 192.01 0.1000 78.38 191.44 0.1000 81.11 190.82 0.1000 /0.0400 87.43 190.80 0.0400 /0.1000 88.39 190.97 0.1000 90.53 191.75 0.1000 106.12 192.21 0.1000 114.71 192.92 0.1000 119.68 194.38 0.1000 128.20 199.12 0.1000 130.33 200.06 0.1000 134.16 200.90 0.1000 DEPTH ELEV (m) (m) 0.40 191.20 0.79 191.59 1.19 191.99 1.58 192.38 1.98 192.78 2.37 193.17 2.77 193.57 3.16 193.96 3.56 194.36 3.95 194.75 VOLUME (cu.m.) .196E+04 .469E+04 .910E+04 .189E+05 .310E+05 .449E+05 .598E+05 .758E+05 .928E+05 .111E+06 Main Channel Main Channel TRAVEL TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 3.1 1.00 10.44 10.6 1.42 7.35 21.4 1.47 7.09 41.8 1.38 7.53 72.2 1.46 7.16 112.9 1.57 6.62 163.4 1.71 6.10 223.0 1.84 5.67 291.7 1.96 5.30 370.6 2.09 4.98 81.11 190.82 0.1000 /0.0400 87.43 190.80 0.0400 /0.1000 88.39 190.97 0.1000 90.53 191.75 0.1000 106.12 192.21 0.1000 114.71 192.92 0.1000 119.68 194.38 0.1000 128.20 199.12 0.1000 130.33 200.06 0.1000 134.16 200.90 0.1000 Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.40 191.20 .216E+04 4.0 1.27 9.00 0.79 191.59 .515E+04 13.6 1.81 6.33 1.19 191.99 .999E+04 27.3 1.87 6.11 1.58 192.38 .207E+05 53.2 1.76 6.49 1.98 192.78 .341E+05 92.0 1.86 6.17 2.37 193.17 .493E+05 143.9 2.01 5.71 2.77 193.57 .657E+05 208.3 2.18 5.26 3.16 193.96 .833E+05 284.2 2.34 4.88 3.56 194.36 .102E+06 371.8 2.50 4.57 3.95 194.75 .122E+06 472.5 2.66 4.29 4.35 195.15 .142E+06 587.4 2.83 4.04 4.74 195.55 .164E+06 715.7 3.00 3.81 5.14 195.94 .185E+06 855.2 3.17 3.61 5.53 196.34 .208E+06 996.2 3.29 3.48 5.93 196.73 .232E+06 1149.2 3.41 3.36 6.32 197.13 .260E+06 1254.1 3.32 3.45 6.72 197.52 .290E+06 1443.9 3.41 3.35 7.11 197.92 .323E+06 1652.0 3.52 3.25 7.51 198.31 .356E+06 1875.8 3.62 3.17 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 51909) 3255.22 217.04 13.42 74.92 2.81 2.19 ID= 1 ( 51508) 3255.22 215.78 13.50 74.92 2.80 2.19 CALIB NASHYD ( 51110) Area (ha) - 11D= 1 DT= 5.0 min 1 Ia (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 1.850 PEAK FLOW (cms)- 1.957 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 53.780 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.423 38.26 6.79 0.79 Curve Number (CN)= 63.0 # of Linear Res.(N)= 3.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 51111) Area (ha)= 42.66 Curve Number (CN)= 75.0 1Ic 1 DT= 5.0 min Ia (mm)= 7.22 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.04 Unit Hyd Qpeak (cms)= 1.562 PEAK FLOW (cms)= 2.383 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 70.341 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.553 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 51556)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.84 0.0400 5.11 198.23 0.0400 13.93 197.35 0.0400 48.92 195.18 0.0400 51.96 195.16 0.0400 55.00 195.30 0.0400 55.19 195.27 0.0400 /0.0350 Main channel 55.76 195.14 0.0350 Main channel 58.52 195.04 0.0350 Main Channel 60.19 195.18 0.0350 /0.0400 Main channel 60.70 195.21 0.0400 61.09 195.16 0.0400 67.32 195.23 0.0400 76.51 195.74 0.0400 91.57 196.53 0.0400 92.12 196.64 0.0400 94.86 196.84 0.0400 106.39 198.43 0.0400 125.34 200.06 0.0400 125.83 200.06 0.0400 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.14 195.18 .328E+03 0.4 1.04 12.67 0.33 195.37 .329E+04 8.0 1.92 6.88 0.52 195.57 .747E+04 26.0 2.76 4.78 0.71 195.76 .126E+05 54.6 3.42 3.86 0.91 195.95 .188E+05 94.4 3.97 3.33 1.10 196.14 .261E+05 146.9 4.46 2.96 1.29 196.34 .343E+05 213.2 4.91 2.68 1.48 196.53 .436E+05 294.4 5.34 2.47 1.68 196.72 .538E+05 396.0 5.83 2.26 1.87 196.92 .648E+05 512.7 6.26 2.11 2.06 197.11 .765E+05 648.7 6.71 1.96 2.26 197.30 .888E+05 801.6 7.14 1.85 2.45 197.49 .102E+06 976.2 7.58 1.74 2.64 197.69 .115E+06 1169.6 8.02 1.64 2.83 197.88 .129E+06 1380.2 8.44 1.56 3.03 198.07 .144E+06 1608.2 8.84 1.49 3.22 198.26 .159E+06 1854.4 9.23 1.43 3.41 198.46 .175E+06 2119.3 9.60 1.37 3.61 198.65 .191E+06 2393.2 9.93 1.33 <---- hydrograph ----> <-pipe / channel-> 2.83 197.88 .875E+05 1053.4 3.03 198.07 .973E+05 1227.5 3.22 198.26 .107E+06 1415.3 3.41 198.46 .118E+06 1617.5 3.61 198.65 .129E+06 1826.6 6.44 6.75 7.04 7.33 7.58 1.38 1.32 1.27 1.22 1.18 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51908) 80.92 4.12 13.08 62.51 0.26 1.14 OUTFLOW: ID= 1 ( 51507) 80.92 4.11 13.17 62.51 0.26 1.13 CALIB 1 NASHYD ( 51108)1 Area (ha)= 23.78 Curve Number (CN)= 62.0 ID= 1 DT= 5.0 min Ia (mm)= 7.74 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.90 Unit Hyd Qpeak (cms)= 1.008 PEAK FLOW (cms)= 1.061 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 51.867 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.408 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 1 NASHYD ( 51109)1 Area (ha)= 10.11 Curve Number (CN)= 73.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.68 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.50 Unit Hyd Qpeak (cms)= 0.774 PEAK FLOW (cms)= 0.930 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 67.723 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.532 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 HY ADD D2 ( 51907)1 + = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51108): 23.78 1.061 12.92 51.87 + ID2= 2 ( 51109): 10.11 0.930 12.50 67.72 ID = 3 ( 51907): 33.89 1.846 12.67 56.60 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51907)1 AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51111) 42.66 2.38 13.08 70.34 0.18 1.18 OUTFLOW: ID= 1 ( 51556) 42.66 2.34 13.25 70.34 0.18 1.18 1 ADD HYD ( 51908)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51110): 38.26 1.957 12.83 53.78 + ID2= 2 ( 51556): 42.66 2.336 13.25 70.34 ID = 3 ( 51908): 80.92 4.122 13.08 62.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51507) IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 198.84 0.0400 5.11 198.23 0.0400 13.93 197.35 0.0400 48.92 195.18 0.0400 51.96 195.16 0.0400 55.00 195.30 0.0400 55.19 195.27 0.0400 /0.0350 Main Channel 55.76 195.14 0.0350 Main Channel 58.52 195.04 0.0350 Main Channel 60.19 195.18 0.0350 /0.0400 Main Channel 60.70 195.21 0.0400 61.09 195.16 0.0400 67.32 195.23 0.0400 76.51 195.74 0.0400 91.57 196.53 0.0400 92.12 196.64 0.0400 94.86 196.84 0.0400 106.39 198.43 0.0400 125.34 200.06 0.0400 125.83 200.06 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.14 195.18 .222E+03 0.3 0.79 11.22 0.33 195.37 .222E+04 6.1 1.46 6.09 0.52 195.57 .505E+04 19.9 2.10 4.24 0.71 195.76 .854E+04 41.6 2.61 3.42 0.91 195.95 .127E+05 72.0 3.03 2.94 1.10 196.14 .176E+05 112.1 3.40 2.62 1.29 196.34 .232E+05 162.7 3.75 2.38 1.48 196.53 .295E+05 224.7 4.07 2.19 1.68 196.72 .363E+05 302.2 4.45 2.00 1.87 196.92 .438E+05 391.3 4.78 1.86 2.06 197.11 .517E+05 495.1 5.12 1.74 2.26 197.30 .600E+05 611.8 5.45 1.64 2.45 197.49 .688E+05 745.0 5.79 1.54 2.64 197.69 .780E+05 892.7 6.12 1.46 1 3 + 2 = 1 AREA QPEAK TPEAK (ha) (cms) (hrs) R.V. (mm) ID1= 3 ( 51907): 33.89 1.846 12.67 56.60 + 102= 2 ( 51507): 80.92 4.107 13.17 62.51 ID = 1 ( 51907): 114.81 5.709 13.00 60.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 51907)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51907): 114.81 5.709 13.00 60.76 + ID2= 2 ( 51508): 3255.22 215.777 13.50 74.92 ID = 3 ( 51907): 3370.04 220.778 13.50 74.44 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51506)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 45.00 189.90 0.1000 63.97 189.80 0.1000 76.60 187.32 0.1000 92.16 187.32 0.1000 /0.0400 Main Channel 94.50 186.45 0.0400 Main Channel 103.89 186.39 0.0400 Main Channel 107.34 187.35 0.0400 /0.1000 Main Channel 111.81 187.51 0.1000 116.16 187.35 0.1000 117.93 187.12 0.1000 118.62 187.15 0.1000 119.41 187.34 0.1000 122.67 187.68 0.1000 124.84 187.59 0.1000 129.66 188.86 0.1000 133.33 188.36 0.1000 134.62 189.02 0.1000 137.28 189.60 0.1000 140.36 189.90 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 186.55 .148E+03 0.8 0.62 3.19 0.31 186.70 .344E+03 3.0 1.01 1.94 0.46 186.86 .557E+03 6.2 1.32 1.49 0.62 187.01 .788E+03 10.5 1.58 1.25 0.77 187.17 .104E+04 15.8 1.80 1.09 0.93 187.32 .134E+04 22.2 1.95 1.01 1.13 187.52 .227E+04 34.5 1.80 1.09 1.32 187.72 .339E+04 51.1 1.78 1.11 1.52 187.92 .460E+04 71.7 1.84 1.07 1.72 188.11 .585E+04 95.8 1.93 1.02 1.92 188.31 .715E+04 123.1 2.03 0.97 2.12 188.51 .849E+04 152.8 2.12 0.93 2.32 188.71 .992E+04 185.5 2.21 0.89 2.52 188.91 .114E+05 221.9 2.29 0.86 2.71 2.91 3.11 3.31 3.51 189.11 189.30 189.50 189.70 189.90 .130E+05 .146E+05 .162E+05 .179E+05 .198E+05 262.5 2.38 0.83 305.9 2.47 0.80 352.5 2.56 0.77 401.3 2.64 0.75 429.0 2.56 0.77 218.94 224.95 243.94 251.24 265.81 340.00 183.49 183.33 183.53 183.70 183.70 184.80 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51907) 3370.04 220.78 13.50 74.44 2.51 2.29 OUTFLOW: ID= 1 ( 51506) 3370.04 220.92 13.50 74.44 2.51 2.29 CALIB 1 NASHYD ( 51107)1 Area (ha)= 1.36 Curve Number (CN)= 67.0 ID= 1 DT= 5.0 min I Ia (mm)= 8.08 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.26 Unit Hyd Qpeak (cms)= 0.201 PEAK FLOW (cms)= 0.169 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 58.060 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.456 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51906)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 51107): 1.36 0.169) 12.17) 58.06) + 102= 2 ( 51506): 3370.04 220.922 13.50 74.44 ID = 3 ( 51906): 3371.40 220.942 13.50 74.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 184.80 0.1000 155.00 183.60 0.1000 176.71 183.57 0.1000 185.12 183.32 0.1000 /0.0400 Main channel 186.17 182.99 0.0400 Main Channel 187.02 182.95 0.0400 Main Channel 190.35 182.84 0.0400 Main Channel 194.21 182.96 0.0400 Main Channel 197.12 183.02 0.0400 Main Channel 200.35 183.56 0.0400 /0.1000 Main Channel 201.83 183.65 0.1000 203.04 183.62 0.1000 207.62 183.47 0.1000 211.66 183.48 0.1000 ID = 3 ( 51905): 3395.01 209.458 13.75 74.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51504)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 181.74 0.1000 40.00 181.04 0.1000 50.28 180.82 0.1000 58.51 180.20 0.1000 64.97 180.12 0.1000 71.12 179.25 0.1000 73.94 179.49 0.1000 74.51 179.46 0.1000 76.76 178,71 0.1000 84.73 178,43 0.1000 /0.0400 Main Channel 88.04 178.09 0.0400 Main Channel 89.73 178.49 0.0400 /0.1000 Main Channel 89.99 178.53 0.1000 94.44 178.40 0.1000 99.56 178.49 0.1000 101.23 178.34 0.1000 102.54 178.47 0.1000 104.67 178.96 0.1000 118.32 181.60 0.1000 176.49 181.75 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.17 178.26 .646E+02 0.1 0.43 12.70 0.34 178.43 .298E+03 0.5 0.60 9.07 0.53 178.62 .150E+04 2.7 0.58 9.28 0.72 178.82 .316E+04 7.0 0.71 7.56 0.92 179.01 .495E+04 13.1 0.86 6.31 1.11 179.21 .684E+04 20.8 0.99 5.48 1.31 179.40 .889E+04 29.4 1.07 5.04 1.50 179.60 .113E+05 40.1 1.15 4.69 1.70 179.79 .138E+05 52.9 1.24 4.35 1.89 179.99 .165E+05 67.5 1.32 4.08 2.09 180.18 .194E+05 81.5 1.36 3.97 2.28 180.37 .228E+05 99.6 1.41 3.82 2.47 180.57 .265E+05 120.3 1.47 3.67 2.67 180.76 .303E+05 143.1 1.53 3.53 2.86 180.96 .345E+05 165.0 1.55 3.48 3.06 181.15 .393E+05 188.8 1.56 3.47 3.25 181.35 .449E+05 216.6 1.56 3.46 3.45 181.54 .513E+05 248.8 1.57 3.44 3.64 181.73 .596E+05 237.3 1.29 4.18 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51905) 3395.01 209.46 13.75 74.27 3.20 1.56 OUTFLOW: ID= 1 ( 51504) 3395.01 208.77 13.75 74.27 3.18 1.56 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 182.93 .224E+03 0.1 0.26 48.85 0.19 183.03 .890E+03 0.5 0.43 29.20 0.29 183.13 .174E+04 1.5 0.64 19.63 0.39 183.23 .266E+04 2.9 0.81 15.53 0.48 183.32 .365E+04 4.6 0.96 13.17 0.59 183.43 .540E+04 7.1 1.00 12.66 0.70 183.53 .910E+04 10.5 0.88 14.43 0.80 183.64 .154E+05 15.6 0.77 16.42 0.91 183.75 .246E+05 22.7 0.70 18,03 1.01 183.85 .360E+05 32.7 0.69 18,38 1.12 183.96 .491E+05 45.0 0.69 18.19 1.22 184.06 .639E+05 59.9 0.71 17.77 1.33 184.17 .803E+05 77.5 0.73 17.27 1.43 184.27 .984E+05 97.9 0.75 16.75 1.54 184.38 .118E+06 121.2 0.78 16.24 1.65 184.48 .139E+06 147.6 0.80 15.75 1.75 184.59 .163E+06 177.3 0.83 15.28 1.86 184.69 .187E+06 210.4 0.85 14.83 1.96 184.80 .214E+06 246.9 0.88 14.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51906) 3371.40 220.94 13.50 74.43 1.89 0.86 OUTFLOW: ID= 1 ( 51505) 3371.40 208.70 13.75 74.43 1.85 0.85 1 CALIB 1 NASHYD ( 51106) Area (ha)= 23.61 Curve Number (CN)= 61.0 110= 1 DT= 5.0 min Ia (mm)= 7.58 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.94 Unit Hyd Qpeak (cms)= 0.960 PEAK FLOW (cms)= 0.997 (i) TIME TO PEAK (hrs)= 13.000 RUNOFF VOLUME (mm)= 50.738 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.399 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 51905)1I 1 1+ 2= 3 AREA QPEAK TPEAK R.V. a) (cmsID1= 1 ( 51106): 23.61 0.997) 13.00 50.74) + 102= 2 ( 51505): 3371.40 208.704 13.75 74.43 1 CALIB 1 NASHYD ( 51105) 1ID= 1 DT= 5.0 min Area (ha)= 11.71 Ia (mm)= 9.70 U.H. Tp(hrs)= 0.59 Unit Hyd Qpeak (cms)= 0.761 PEAK FLOW (cms)= 0.456 (l) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 34.179 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.269 Curve Number (CN)= 47.0 # of Linear Res.(N)= 3.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 51904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 51105): 11.71 0.456 12.58 34.18 + ID2= 2 ( 51504): 3395.01 208.771 13.75 74.27 ID = 3 ( 51904): 3406.72 208.944 13.75 74.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 51503)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 181.74 0.1000 40.00 181.04 0.1000 50.28 180.82 0.1000 58.51 180.20 0.1000 64.97 180.12 0.1000 71.12 179.25 0.1000 73.94 179.49 0.1000 74.51 179.46 0.1000 76.76 178.71 0.1000 84.73 178.43 0.1000 /0.0400 Main channel 88.04 178.09 0.0400 Main Channel 89.73 178.49 0.0400 /0.1000 Main Channel 89.99 178.53 0.1000 94.44 178.40 0.1000 99.56 178.49 0.1000 101.23 178.34 0.1000 102.54 178.47 0.1000 104.67 178.96 0.1000 118.32 181.60 0.1000 176.49 181.75 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.17 178.26 .758E+01 0.1 0.37 1.72 0.34 178.43 .350E+02 0.5 0.52 1.23 0.53 178.62 .176E+03 2.3 0.50 1.26 0.72 178.82 .371E+03 6.0 0.62 1.02 0.92 179.01 .581E+03 11.3 0.74 0.85 1.11 179.21 .802E+03 18.0 0.85 0.74 1.31 179.40 .104E+04 25.5 0.93 0.68 1.50 179.60 .132E+04 34.7 1.00 0.63 1.70 179.79 .162E+04 45.8 1.08 0.59 1.89 179.99 .194E+04 58.4 1.15 0.55 2.09 180.18 .228E+04 70.6 1.18 0.54 2.28 180.37 .268E+04 86.2 1.23 0.52 2.47 180.57 .310E+04 104.1 1.28 0.50 2.67 180.76 .356E+04 123.9 1.33 0.48 2.86 180.96 .405E+04 142.9 1.34 0.47 3.06 181.15 .461E+04 163.5 1.35 0.47 3.25 181.35 .527E+04 187.6 1.35 0.47 3.45 181.54 .602E+04 215.4 1.36 0.47 3.64 181.73 .699E+04 205.5 1.12 0.57 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 51904) 3406.72 208.94 13.75 74.13 3.40 1.36 ID= 1 ( 51503) 3406.72 209.24 13.75 74.13 3.39 1,36 CALIB NASHYD ( 51103)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 78.45 curve Number (cN)= 8.25 # of Linear Res.(N)= 1.04 Unit Hyd Qpeak (cms)= 2.873 PEAK FLOW (cms)- 3.197 (i) TIME TO PEAK (hrs)= 13.083 RUNOFF VOLUME (mm)= 52.770 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.415 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 63.0 3.00 CALIB NASHYD ( 51104) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 1.42 curve Number (cN)= 10.06 # of Linear Res.(N)= 0.47 Unit Hyd Qpeak (cms)= 0.116 PEAK FLOW (cms)= 0.043 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 23.300 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.183 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 35.0 3.00 1 ADD 2 HYD ( 51903)= 3 1 ID1= 1 ( 51103): + ID2= 2 ( 51104): AREA (ha) 78.45 1.42 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.197 13.08 52.77 0.043 12.42 23.30 3.45 181.54 3.64 181.73 INFLOW : ID= OUTFLOW: ID= .276E+05 .320E+05 AREA (ha) 2 ( 51903) 3486.58 1 ( 51502) 3486.58 278.1 1.76 265.3 1.44 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 211.93 13.75 73.63 211.75 13.83 73.63 1.65 2.01 <-pipe / channel-> MAX DEPTH MAX VEL 3.06 (1.74 3.06 1.74 CALIB NASHYD ( 51102) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.209 PEAK FLOW (cms)- 0.163 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 40.770 TOTAL RAINFALL (mm)- 127.200 RUNOFF COEFFICIENT = 0.321 4.26 curve Number (cN)= 53.0 8.84 # of Linear Res.(N)= 3.00 0.78 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 51180)1 ID= 1 DT= 5.0 min 1 Area (ha) - la (mm)= U.H. Tp(hrs)= 52.17 Curve Number (CN)= 7.10 # of Linear Res.(N)= 1.33 Unit Hyd Qpeak (cms)= 1.502 PEAK FLOW (cms)- 2.427 (i) TIME TO PEAK (hrs)= 13.417 RUNOFF VOLUME (mm)= 70.441 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.554 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 75.0 3.00 1 ROUTE CHN( 51557)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 2.00 99.50 0.0300 3.50 99.60 0.0300 4.50 100.65 0.0300 /0.0500 6.00 101.45 0.0500 TRAVEL TIME TABLE DEPTH (m) 0.10 ELEV (m) 99.60 VOLUME FLOW RATE (cu.m.) (cms) .132E+03 0.0 Main Channel Main Channel Main channel Main channel VELOCITY (m/s) 0.06 TRAV.TIME (min) 532.22 ID = 3 ( 51903): 79.86 3.222 13.08 52.25 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD2 ( 51903)1 3 + = 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 51903): 79.86 3.222) 13.08cms rs) 52.25) + ID2= 2 ( 51503): 3406.72 209.242 13.75 74.13 ID = 1 ( 51903): 3486.58 211.934 13.75 73.63 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 181.74 40.00 181.04 50.28 180.82 58.51 180.20 64.97 180.12 71.12 179.25 73.94 179.49 74.51 179.46 76.76 178.71 84.73 178.43 88.04 178.09 89.73 178.49 89.99 178.53 94.44 178.40 99.56 178.49 101.23 178.34 102.54 178.47 104.67 178.96 118.32 181.60 176.49 181.75 TRAVEL DEPTH ELEV VOLUME (m) (m) (cu.m.) 0.17 178.26 .347E+02 0.34 178.43 .160E+03 0.53 178.62 .806E+03 0.72 178.82 .170E+04 0.92 179.01 .266E+04 1.11 179.21 .368E+04 1.31 179.40 .478E+04 1.50 179.60 .605E+04 1.70 179.79 .743E+04 1.89 179.99 .888E+04 2.09 180.18 .104E+05 2.28 180.37 .123E+05 2.47 180.57 .142E+05 2.67 180.76 .163E+05 2.86 180.96 .185E+05 3.06 181.15 .211E+05 3.25 181.35 .242E+05 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0400 0.0400 0.0400 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cros) (m/s) (min) 0.1 0.48 6.11 0.6 0.67 4.36 3.0 0.65 4.46 7.8 0.80 3.64 14.6 0.96 3.03 23.2 1.10 2.64 32.9 1.20 2.42 44.8 1.29 2.25 59.2 1.39 2.09 75.4 1.48 1.96 91.1 1.52 1.91 111.3 1.58 1.84 134.5 1.65 1.76 160.0 1.71 1.70 184.5 1.73 1.68 211.1 1.74 1.67 242.2 1.75 1.66 0.19 0.29 0.38 0.48 0.57 0.67 0.76 0.86 0.95 1.05 1.16 1.28 1.39 1.50 1.61 1.72 1.84 1.95 99.69 99.79 99.88 99.98 100.07 100.17 100.26 100.36 100.45 100.55 100.66 100.78 100.89 101.00 101.11 101.22 101.34 101.45 INFLOW : ID= 2 OUTFLOW: ID= 1 ( ( .418E+03 .730E+03 .107E+04 .143E+04 .181E+04 .222E+04 .265E+04 .311E+04 .359E+04 .409E+04 .476E+04 .552E+04 .636E+04 .728E+04 .827E+04 .933E+04 .105E+05 .117E+05 0.0 0.11 277.26 0.1 0.15 207.50 0.1 0.18 173.30 0.2 0.20 152.33 0.2 0.23 137.86 0.3 0.24 127.10 0.4 0.26 118.69 0.5 0.28 111.86 0.6 0.29 106.16 0.7 0.31 101.30 0.8 0.33 95.02 1.0 0.35 89.06 1.3 0.37 84.57 1.5 0.38 81.02 1.8 0.40 78.13 2.1 0.41 75.71 2.4 0.42 73.63 2.7 0.43 71.82 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 51180) 52.17 2.43 13.42 70.44 1.86 0.42 51557) 52.17 1.76 13.92 70.38 1.61 0.40 1 ADDD +YD2 ( 51902) I 1 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51102): 4.26 0.163) 12.83cms rs) 40.77) + ID2= 2 ( 51502): 3486.58 211.753 13.83 73.63 ---------------------------------------------------- ID = 3 ( 51902): 3490.84 211.845 13.83 73.59 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD D +YD2 ( 51902) I = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 51902): 3490.84 211.845 13.83 73.59 + ID2= 2 ( 51557): 52.17 1.762 13.92 70.38 ID = 1 ( 51902): 3543.01 213.603 13.83 73.54 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 51501)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation 0.00 180.00 93.95 177.95 105.49 177.78 117.45 177.89 133.75 177.64 142.33 177.81 Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 146.10 177.85 0.1000 146.48 177.91 0.1000 150.21 177.86 0.1000 150.88 177.92 0.1000 158.44 177.68 0.1000 173.09 177.50 0.1000 181.07 177.21 0.1000 /0.0400 Main Channel 191.06 177.20 0.0400 /0.1000 Main Channel 199.35 177.68 0.1000 206.21 177.46 0.1000 211.27 177.77 0.1000 216.72 177.54 0.1000 218.43 177.64 0.1000 293.43 180.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 177.35 .332E+03 0.4 0.22 13.23 0.29 177.49 .850E+03 1.5 0.31 9.69 0.44 177.64 .179E+04 3.1 0.31 9.51 0.59 177.79 .361E+04 6.0 0.30 10.04 0.74 177.94 .659E+04 10.6 0.29 10.31 0.88 178.08 .102E+05 18.0 0.31 9.47 1.03 178.23 .142E+05 27.4 0.34 8.64 1.18 178.38 .184E+05 38.7 0.37 7.94 1.33 178.53 .230E+05 51.9 0.40 7.38 1.47 178.67 .278E+05 67.2 0.43 6.91 1.62 178.82 .330E+05 84.4 0.46 6.51 1.77 178.97 .384E+05 103.7 0.48 6.18 1.92 179.12 .442E+05 125.0 0.50 5.89 2.06 179.26 .502E+05 148.5 0.53 5.64 2.21 179.41 .566E+05 174.2 0.55 5.41 2.36 179.56 .632E+05 202.2 0.57 5.21 2.51 179.71 .702E+05 232.4 0.59 5.03 2.65 179.85 .774E+05 265.0 0.61 4.87 2.80 180.00 .850E+05 299.9 0.63 4.72 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 51902) 3543.01 213.60 13.83 73.54 2.41 0.58 OUTFLOW: ID= 1 ( 51501) 3543.01 210.65 13.83 73.54 2.39 0.57 CALIB NASHYD ( 51101) Area (ha)= 1.49 curve Number (cN)= 62.0 ID= 1 DT= 5.0 min Ia (mm)= 7.65 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 1.74 Unit Hyd Qpeak (cms)= 0.033 PEAK FLOW (cms)= 0.040 (i) TIME TO PEAK (hrs)= 13.917 RUNOFF VOLUME (mm)= 51.926 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.408 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.30 0.30 .307E+03 0.5 0.59 10.05 0.40 0.40 .452E+03 0.9 0.69 8.59 0.50 0.50 .618E+03 1.4 0.77 7.61 0.60 0.60 .805E+03 1.9 0.85 6.89 0.70 0.70 .101E+04 2.7 0.93 6.33 0.80 0.80 .124E+04 3.5 1.00 5.88 0.90 0.90 .149E+04 4.5 1.07 5.51 1.00 1.00 .176E+04 5.7 1.13 5.19 1.11 1.11 .210E+04 7.4 1.25 4.71 1.22 1.22 .250E+04 9.4 1.33 4.41 1.33 1.33 .294E+04 11.7 1.40 4.21 1.44 1.44 .344E+04 14.1 1.45 4.06 1.56 1.56 .399E+04 16.8 1.49 3.96 1.67 1.67 .459E+04 19.7 1.51 3.88 1.78 1.78 .524E+04 22.9 1.54 3.82 1.89 1.89 .595E+04 26.3 1.56 3.77 2.00 2.00 .671E+04 29.9 1.57 3.74 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 40109) 28.70 1.57 12.92 62.44 0.54 0.80 OUTFLOW: ID= 1 ( 40508) 28.70 1.55 13.00 62.44 0.53 0.80 CALIB NASHYD ( 40108) Area (ha)= 17.12 Curve Number (cN)= 71.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 7.65 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.73 Unit Hyd Qpeak (cms)= 0.892 PEAK FLOW (cms)= 1.125 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 64.004 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.503 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 40907)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (mm) ID1= 1 ( 40108): 17.12 1.125) 12.75) 64.00 + ID2= 2 ( 40508): 28.70 1.549 13.00 62.44 ID = 3 ( 40907): 45.82 2.618 12.92 63.03 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 40505)1 I IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 1 ADD HYD ( 51901)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 51101): 1.49 0.040) 13.92cms rs) 51.93) + ID2= 2 ( 51501): 3543.01 210.648 13.83 73.54 ID = 3 ( 51901): 3544.50 210.689 13.83 73.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 40104) Area (ha)= 27.46 Curve Number (CN)= 48.0 1D= 1 DT= 5.0 min Ia (mm)= 9.96 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.55 Unit Hyd Qpeak (cms)= 1.904 PEAK FLOW (cms)= 1.150 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 35.027 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.275 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 40109) Area (ha)= 28.70 Curve Number (CN)= 70.0 110= 1 DT= 5.0 min Ia (mm)= 7.82 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.90 Unit Hyd Qpeak (cms)= 1.211 PEAK FLOW (cms)= 1.566 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 62.441 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.491 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 40508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m). (m) (cu.m.) (cros) (m/s) (min) 0.10 0.10 .812E+02 0.1 0.31 18.78 0.20 0.20 .184E+03 0.2 0.47 12.59 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .150E+03 0.3 1.21 8.99 0.20 0.20 .339E+03 0.9 1.80 6.03 0.30 0.30 .566E+03 2.0 2.26 4.81 0.40 0.40 .833E+03 3.4 2.64 4.11 0.50 0.50 .114E+04 5.2 2.98 3.64 0.60 0.60 .148E+04 7.5 3.29 3.30 0.70 0.70 .187E+04 10.3 3.58 3.03 0.80 0.80 .229E+04 13.6 3.85 2.82 0.90 0.90 .275E+04 17.4 4.11 2.64 1.00 1.00 .326E+04 21.8 4.36 2.49 1.11 1.11 .388E+04 28.7 4.81 2.26 1.22 1.22 .461E+04 36.4 5.14 2.11 1.33 1.33 .543E+04 44.9 5.39 2.01 1.44 1.44 .634E+04 54.3 5.58 1.95 1.56 1.56 .736E+04 64.6 5.72 1.90 1.67 1.67 .846E+04 75.9 5.84 1.86 1.78 1.78 .967E+04 88.0 5.93 1.83 1.89 1,89 .110E+05 101.2 6.00 1,81 2.00 2.00 .124E+05 115.3 6.07 1,79 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 40907) 45.82 2.62 12.92 63.03 0.35 2.42 OUTFLOW: ID= 1 ( 40505) 45.82 2.61 13.00 63.03 0.35 2.42 1 CALIB NASHYD ( 40105) Area (ha)= 7.22 Curve Number (CN)= 55.0 110= 1 DT= 5.0 min Ia (mm)= 9.73 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.53 Unit Hyd Qpeak (cms)= 0.520 PEAK FLOW (cms)= 0.383 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 42.419 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.333 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 40106) Area (ha)= 8.15 Curve Number (CN)= 54.0 1D= 1 DT= 5.0 min Ia (mm)= 9.31 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.51 Unit Hyd Qpeak (cms)= 0.607 PEAK FLOW (cms)= 0.433 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)- 41.576 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.327 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 40504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 CALIB STANDHYD ( 40107) Area (ha)= 11.41 ID= 1 DT= 5.0 min Total Imp(%)= 28.00 Dir. Conn.(%)= 22.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.19 8.21 Dep. Storage (mm)= 2.00 9.24 Average Slope (%)= 1.00 2.00 Length (m)= 275.77 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 53.42 5.00 15.00 3.93 (ii) 13.00 (ii) 5.00 15.00 0.24 0.08 1.07 12.08 125.20 127.20 0.98 0.69 12.17 33.76 127.20 0.27 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 44.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.645 (iii) 12.08 53.88 127.20 0.42 RESERVOIR( 40401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) INFLOW : ID= 2 ( 40107) OUTFLOW: ID= 1 ( 40401) 0.0000 0.0000 0.0248 0.2240 0.0060 0.0208 0.0255 0,2396 0.0100 0.0424 0.3520 0.2556 0.0130 0.0650 0.3690 0.2718 0.0160 0.0884 0.3990 0.3052 0.0180 0.1128 0.4270 0.3396 0.0200 0.1384 0.4700 0.3572 0.0220 0.1654 0.8920 0.3751 0.0220 0.1795 1.5600 0.3932 0.0240 0.2088 1 2.4070 0.4116 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 11.407 1.645 12.08 53.88 11.407 0.384 12.58 53.80 PEAK FLOW REDUCTION [Qout/Qin](%)= 23.36 TIME SHIFT OF PEAK FLOW (min)= 30.00 MAXIMUM STORAGE USED (ha.m.)= 0.2890 + ID2= 2 ( 40504): 11.41 0.430 12.33 53.80 ID = 1 ( 40904): 26.78 1.212 12.50 47.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 40904)1 1 + 2 = 3 ID1= 1 ( 40904): + ID2= 2 ( 40505): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 26.78 1.212 12.50 47.01 45.82 2.609 13.00 63.03 ID = 3 ( 40904): 72.59 3.638 12.83 57.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 40503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .168E+01 0.0 0.15 42.93 0.07 0.07 .673E+01 0.0 0.23 27.05 0.10 0.10 .151E+02 0.0 0.31 20.64 0.13 0.13 .269E+02 0.0 0.37 17.04 0.17 0.17 .421E+02 0.0 0.43 14.68 0.20 0.20 .606E+02 0.1 0.49 13.00 0.23 0.23 .825E+02 0.1 0.54 11.73 0.27 0.27 .108E+03 0.2 0.59 10.73 0.30 0.30 .136E+03 0.2 0.64 9.92 0.33 0.33 .168E+03 0.3 0.68 9.25 0.37 0.37 .209E+03 0.4 0.77 8.20 0.41 0.41 .256E+03 0.6 0.84 7.57 0.44 0.44 .309E+03 0.7 0.88 7.15 0.48 0.48 .368E+03 0.9 0.92 6.85 0.52 0.52 .434E+03 1.1 0.95 6.64 0.56 0.56 .506E+03 1.3 0.98 6.47 0.59 0.59 .584E+03 1.5 1.00 6.34 0.63 0.63 .669E+03 1.8 1.01 6.23 0.67 0.67 .759E+03 2.1 1.03 6.14 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 40904) 72.59 3.64 12.83 57.12 0.66 1.03 OUTFLOW: ID= 1 ( 40503) 72.59 3.59 12.92 57.12 0.67 1.03 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .244E+00 0.0 0.25 3.60 0.07 0,07 .975E+00 0.0 0.40 2.27 0.10 0,10 .219E+01 0.0 0.53 1,73 0.13 0.13 .390E+01 0.0 0.64 1.43 0.17 0.17 .609E+01 0.1 0.74 1.23 0.20 0.20 .877E+01 0.1 0.84 1.09 0.23 0.23 .119E+02 0.2 0.93 0.98 0.27 0.27 .156E+02 0.3 1.02 0.90 0.30 0.30 .197E+02 0.4 1.10 0.83 0.33 0.33 .244E+02 0.5 1.18 0.78 0.37 0.37 .303E+02 0.7 1.33 0.69 0.41 0.41 .370E+02 1.0 1.44 0.63 0.44 0.44 .447E+02 1.2 1.53 0.60 0.48 0.48 .533E+02 1.5 1.59 0.57 0.52 0.52 .629E+02 1.9 1.65 0.56 0.56 0.56 .733E+02 2.3 1.69 0.54 0.59 0.59 .846E+02 2.7 1.72 0.53 0.63 0.63 .968E+02 3.1 1.75 0.52 0.67 0.67 .110E+03 3.6 1.78 0.51 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 40401) 11.41 0.38 12.58 53.80 0.30 1.09 OUTFLOW: ID= 1 ( 40504) 11.41 0.43 12.33 53.80 0.31 1.12 1 ADD HYD ( 40904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 40105): 7.22 0.383 12.50 42.42 + 102= 2 ( 40106): 8.15 0.433 12.50 41.58 ID = 3 ( 40904): 15.37 0.816 12.50 41.97 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 40904)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 40904): 15.37 0.816 12.50 41.97 1 CALIB 1 STANDHYD ( 40103) Area (ha)= 8.57 1ID= 1 DT= 5.0 min Total Imp(%)= 38.00 Dir. Conn.(%)= 32.30 IMPERVIOUS PERVIOUS Surface Area (ha)= 3.26 5.31 Dep. Storage (mm)= 2.00 7.64 Average Slope (%)= 1.00 2.00 Length (m)= 239.04 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (1) 155.69 63.72 5.00 15.00 3.61 (ii) 12.06 (ii) 5.00 15.00 0.25 0.09 PEAK FLOW (cms)- 1.18 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.56 12.17 39.88 127.20 0.31 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.654 (iii) 12.08 67.44 127.20 0.53 1 ADD HYD ( 40903)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 40103): 8.57 1.654) 12.08cms rs) 67.44) + 102= 2 ( 40104): 27.46 1.150 12.58 35.03 ID = 3 ( 40903): 36.03 2.150 12.08 42.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 40903)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 40903): 36.03 (cms)150 12.08) 42.74) + ID2= 2 ( 40503): 72.59 3.591 12.92 57.12 ID = 1 ( 40903): 108.63 4.760 12.83 52.35 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 40502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 6.30 180.63 0.1000 20.70 180.01 0.1000 46.29 179.63 0.1000 76.23 179.93 0.1000 102.34 179.90 0.1000 111.21 179.73 0.1000 114.97 178.77 0.1000 /0.0400 115.43 178.68 0.0400 115.96 178.60 0.0400 117.64 178.56 0.0400 120.11 178.71 0.0400 120.87 178.71 0.0400 120.95 178.72 0.0400 /0.0800 123.88 179.64 0.0800 126.13 179.80 0.0800 131.40 179.62 0.0800 143.93 180.44 0.0800 147.50 180.55 0.0800 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main channel Main channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 178.64 .176E+02 0.1 0.54 0.16 178.72 .558E+02 0.4 0.81 0.27 178.83 .128E+03 1.6 1.32 0.38 178.94 .208E+03 3.3 1.71 0.49 179.04 .298E+03 5.5 2.01 0.59 179.15 .397E+03 8.3 2.27 0.70 179.26 .504E+03 11.6 2.49 0.81 179.37 .620E+03 15.3 2.67 0.92 179.47 .746E+03 19.6 2.84 1.02 179.58 .880E+03 24.3 2.99 1.13 179.69 .106E+04 28.3 2.87 1.24 179.80 .152E+04 34.5 2.45 1.35 179.90 .230E+04 43.8 2.06 1.45 180.01 .358E+04 57.3 1.73 1.56 180.12 .496E+04 76.3 1.67 1.67 180.23 .639E+04 99.1 1.68 1.78 180.33 .786E+04 125.4 1.73 1.88 180.44 .939E+04 155.2 1.79 1.99 180.55 .110E+05 187.3 1.85 INFLOW : ID= 2 ( 40903) OUTFLOW: ID= 1 ( 40502) AREA (ha) 108.63 108.63 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.76 12.83 52.35 4.77 12.83 52.35 TRAV.TIME (min) 3.32 2.23 1.37 1.06 0.90 0.79 0.73 0.67 0.63 0.60 0.63 0.74 0.88 1.04 1.08 1.07 1.04 1.01 0.98 <-pipe / channel-> MAX DEPTH MAX VEL 45 (1.90 0.45 1.89 CALIB NASHYD ( 40102)1 ID= 1 DT= 5.0 min I Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.131 PEAK FLOW (cms)= 0.087 (i) TIME TO PEAK (hrs)= 13.167 RUNOFF VOLUME (mm)= 32.927 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.259 3.55 Curve Number (CN)= 45.0 8.30 # of Linear Res.(N)= 3.00 1.04 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. INFLOW : ID= 2 ( 40902) OUTFLOW: ID= 1 ( 40501) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 112.18 4.85 12.83 51.73 112.18 4.77 12.92 51.73 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.61 0.34 0.60 0.34 CALIB STANDHYD ( 40101)1 Area (ha)= 3.09 ID= 1 DT= 5.0 min Total Imp(%)= 30.00 Dir. conn.(%)= 23.00 IMPERVIOUS PERVIOUS (i) (ha)= 0.93 2.16 (mm)= 2.00 9.24 (%)= 1.00 2.00 (m)= 143.49 40.00 = 0.013 0.250 surface Area Dep. Storage Average Slope Length Mannings n Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 5.00 2.66 5.00 0.29 0.31 12.08 125.20 127.20 0.98 67.13 15.00 (ii) 10.94 (ii) 15.00 0.09 0.25 12.17 41.43 127.20 0.33 `**** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 51.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.518 (iii) 12.08 60.69 127.20 0.48 IADD HYD ( 40901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 40101): 3. 9 0.518) 12.08(cms rs) 60.69) + ID2= 2 ( 40501): 112.18 4.772 12.92 51.73 ID = 3 ( 40901): 115.26 4.833 12.92 51.97 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 34109)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 8.04 curve Number (CN)= 74.0 6.92 # of Linear Res.(N)= 3.00 0.38 ADD HYD ( 40902)1 1 + 2 = 3 ID1= 1 ( 40102): + ID2= 2 ( 40502): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 3.55 0.087 13.17 32.93 108.63 4.765 12.83 52.35 ID = 3 ( 40902): 112.18 4.848 12.83 51.73 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 40501)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 10.22 177.96 19.01 177.59 26.05 177.49 37.60 177.52 56.35 177.59 63.67 177.79 67.60 177.86 71.73 178.24 74.53 178.35 75.68 178.27 77.76 177.76 77.82 177.50 79.02 177.24 79.32 177.22 80.52 177.50 81.77 178.06 82.91 178.25 90.92 178.56 101.54 178.54 112.91 179.05 DEPTH ELEV (m) 0.03 177.25 0.07 177.29 0.10 177.32 0.14 177.36 0.17 177.39 0.21 177.43 0.24 177.46 0.28 177.50 0.31 177.53 0.36 177.58 0.40 177.62 0.44 177.66 0.48 177.70 0.52 177.74 0.56 177.78 0.61 177.83 0.65 177.87 0.69 177.91 0.73 177.95 .181E+01 .582E+01 .117E+02 .194E+02 .290E+02 .404E+02 .537E+02 .706E+02 .162E+03 .370E+03 .656E+03 .963E+03 .129E+04 .163E+04 .200E+04 .238E+04 .279E+04 .322E+04 .365E+04 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0400 0.0400 0.0400 0.0400 /0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 TRAVEL TIME TABLE VOLUME FLOW RATE (cms) 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.5 2.1 2.9 3.8 4.8 6.0 7.3 8.7 Main Channel Main Channel Main Channel Main Channel VELOCITY TRAV.TIME (m/s) (min) 0.13 21.56 0.21 13.57 0.27 10.56 0.32 8.85 0.37 7.72 0.41 6.89 0.45 6.26 0.48 5.91 0.32 8.76 0.25 11.44 0.24 11.70 0.26 10.89 0.28 10.04 0.30 9.31 0.33 8.70 0.34 8.23 0.36 7.81 0.38 7.36 0.41 6.97 RUNOFF VOLUME (mm)= 69.038 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.543 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 34114) Area (ha)= !ID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.091 PEAK FLOW (cms)= 3.209 (l) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 76.200 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.599 40.50 Curve Number (CN)= 79.0 7.88 # of Linear Res.(N)= 3.00 0.74 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 34115) Area (ha)= !ID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 4.375 PEAK FLOW (cms)= 4.349 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 78.082 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.614 19.36 curve Number (cN)= 80.0 7.32 # of Linear Res.(N)= 3.00 0.17 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 34117) IID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 56.51 curve Number (cN)= 82.0 7.06 # of Linear Res.(N)= 3.00 0.50 Unit Hyd Qpeak (cms)= 4.283 PEAK FLOW (cms)= 6.387 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 82.053 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. unit Hyd Qpeak (cms)- 0.813 PEAK FLOW (cms)= 0.932 (i) TIME TO PEAK (hrs)= 12.333 CALIB NASHYD ( 34119) 11 = 1 DT= 5.0 min Area (ha)= 29.70 Ia (mm)= 6.98 U.H. Tp(hrs)= 0.54 Curve Number (cN) 84.0 # of Linear Res.(N)= 3.00 Unit Hyd Qpeak (cms)- 2.093 PEAK FLOW (cms)- 3.350 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 85.719 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.674 PEAK FLOW (cms)- 4.651 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 82.225 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.646 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 34516)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .630E+02 0.3 1.36 3.36 0.20 0.20 .142E+03 1.1 2.03 2.25 0.30 0.30 .238E+03 2.2 2.54 1.80 0.40 0.40 .351E+03 3.8 2.97 1.54 0.50 0.50 .479E+03 5.9 3.35 1.36 0.60 0.60 .625E+03 8.4 3.70 1.23 0.70 0.70 .786E+03 11.6 4.03 1.13 0.80 0.80 .964E+03 15.3 4.34 1.05 0.90 0.90 .116E+04 19.6 4.63 0.99 1.00 1.00 .137E+04 24.6 4.91 0.93 1.11 1.11 .163E+04 32.3 5.41 0.84 1.22 1.22 .194E+04 40.9 5.79 0.79 1.33 1.33 .228E+04 50.6 6.07 0.75 1.44 1.44 .267E+04 61.2 6.28 0.73 1.56 1.56 .309E+04 72.8 6.44 0.71 1.67 1.67 .356E+04 85.4 6.57 0.70 1.78 1.78 .407E+04 99.1 6.67 0.68 1.89 1.89 .462E+04 113.9 6.76 0.68 2.00 2.00 .521E+04 129.8 6.83 0.67 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34119) 29.70 3.35 12.50 85.72 0.37 2.83 OUTFLOW: ID= 1 ( 34516) 29.70 3.35 12.50 85.72 0.37 2.83 CALIB NASHYD ( 34118) Area (ha)= 33.45 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.86 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.38 Unit Hyd Qpeak (cms)- 3.336 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34515)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 main channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .287E+03 0.2 0.87 23.88 0.20 0.20 .648E+03 0.7 1.30 16.01 0.30 0.30 .108E+04 1.4 1.63 12.78 0.40 0.40 .160E+04 2.4 1.90 10.92 0.50 0.50 .218E+04 3.8 2.15 9.67 0.60 0.60 .284E+04 5.4 2.37 8.76 0.70 0.70 .358E+04 7.4 2.58 8.05 0.80 0.80 .439E+04 9.8 2.78 7.48 0.90 0.90 .527E+04 12.5 2.96 7.01 1.00 1.00 .623E+04 15.7 3.14 6.61 1.11 1.11 .743E+04 20.7 3.47 5.99 1.22 1.22 .882E+04 26.2 3.71 5.61 1.33 1.33 .104E+05 32.4 3.88 5.35 1.44 1.44 .121E+05 39.2 4.02 5.17 1.56 1.56 .141E+05 46.6 4.12 5.04 1.67 1.67 .162E+05 54.7 4.21 4.94 1.78 1.78 .185E+05 63.5 4.27 4.86 1.89 1.89 .210E+05 72.9 4.33 4.80 2.00 2.00 .237E+05 83.1 4.37 4.75 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34914) 63.15 7.83 12.42 83.87 0.72 2.61 OUTFLOW: ID= 1 ( 34515) 63.15 7.52 12.50 83.87 0.70 2.59 CALIB NASHYD ( 34129) Area (ha)= 21.10 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 7.06 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.37 Unit Hyd Qpeak (cms)= 2.196 PEAK FLOW (cms)- 3.012 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 82.043 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 1 ROUTE CHN( 34517)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .709E+02 0.3 1.15 4.48 0.20 0.20 .160E+03 0.9 1.71 3.00 0.30 0.30 .268E+03 1.9 2.14 2.40 0.40 0.40 .395E+03 3.2 2.51 2.05 0.50 0.50 .539E+03 5.0 2.83 1.81 0.60 0.60 .703E+03 7.1 3.13 1.64 0.70 0.70 .885E+03 9.8 3.40 1.51 0.80 0.80 .108E+04 12.9 3.66 1.40 0.90 0.90 .130E+04 16.5 3.91 1.31 1.00 1.00 .154E+04 20.7 4.15 1.24 1.11 1.11 .184E+04 27.3 4.57 1.12 1.22 1.22 .218E+04 34.6 4.89 1.05 1.33 1.33 .257E+04 42.7 5.12 1.00 1.44 1.44 .300E+04 51.7 5.30 0.97 1.56 1.56 .348E+04 61.5 5.44 0.94 1.67 1.67 .401E+04 72.1 5.55 0.93 1.78 1.78 .458E+04 83.7 5.64 0.91 1.89 1.89 .519E+04 96.2 5.71 0.90 2.00 2.00 .586E+04 109.6 5.77 0.89 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34118) 33.45 4.65 12.33 82.23 0.48 2.77 OUTFLOW: ID= 1 ( 34517) 33.45 4.66 12.33 82.23 0.48 2.77 ADD HYD ( 34914)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 34516): 29.70 (cms)352 12.50 85.72) + ID2= 2 ( 34517): 33.45 4.662 12.33 82.23 ID = 3 ( 34914): 63.15 7.834 12.42 83.87 1 CALIB 1 NASHYD ( 34130) Area (ha)= 25.64 Curve Number (CN)= 82.0 11D= 1 DT= 5.0 min Ia (mm)= 6.92 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.18 Unit Hyd Qpeak (cms)- 5.442 PEAK FLOW (cms)= 5.784 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 81.948 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.644 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34526)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 Main channel 2.00 99.50 0.0300 Main channel 3.50 99.60 0.0300 Main Channel 4.50 100.65 0.0300 /0.0500 Main channel 6.00 101.45 0.0500 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) ( m (cms) (m/s) (min) 0.10 99.60 .424Ecu.+0.) 2 0.0 0.08 122.10 0.19 99.69 .135E+03 0.0 0.16 63.61 0.29 99.79 .235E+03 0.1 0.21 47.60 0.38 99.88 .343E+03 0.1 0.25 39.76 0.48 99.98 .459E+03 0.2 0.29 34.95 0.57 100.07 .582E+03 0.3 0.32 31.63 0.67 100.17 .714E+03 0.4 0.34 29.16 0.76 100.26 .853E+03 0.5 0.37 27.23 0.86 100.36 .100E+04 0.6 0.39 25.66 0.95 100.45 .115E+04 0.8 0.41 24.35 1.05 100.55 .132E+04 0.9 0.43 23.24 1.16 100.66 .153E+04 1.2 0.46 21.80 1.28 100.78 .178E+04 1.4 0.49 20.43 1.39 100.89 .205E+04 1.8 0.52 19.40 1.50 101.00 .234E+04 2.1 0.54 18.59 1.61 101.11 .266E+04 2.5 0.56 17.92 1.72 101.22 .300E+04 2.9 0.58 17.37 1.84 101.34 .337E+04 3.3 0.59 16.89 1.95 101.45 .376E+04 3.8 0.61 16.48 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34130) 25.64 5.78 12.17 81.95 1.86 0.60 OUTFLOW: ID= 1 ( 34526) 25.64 4.14 12.25 81.92 1.95 0.61 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. **** WARNING: COMPUTATIONS FAILED TO CONVERGE. ADD HYD ( 34912)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 34117): 56.51 (cms)387 12.50 82.05) + ID2= 2 ( 34129): 21.10 3.012 12.33 82.04 1.22 1.22 .338E+04 26.3 3.71 2.14 1.33 1.33 .398E+04 32.4 3.89 2.05 1.44 1.44 .465E+04 39.2 4.03 1.98 1.56 1.56 .540E+04 46.7 4.13 1.93 1.67 1.67 .621E+04 54.8 4.22 1.89 1.78 1.78 .710E+04 63.6 4.28 1.86 1.89 1.89 .805E+04 73.1 4.34 1.84 2.00 2.00 .908E+04 83.3 4.38 1.82 ID = 3 ( 34912): 77.61 9.255 12.42 82.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 34912)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 34912): 77.61 9.255 12.42 82.05 + ID2= 2 ( 34515): 63.15 7.524 12.50 83.87 ID = 1 ( 34912): 140.76 16.536 12.50 82.87 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 34912)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 34912): 140.76 16.536) 12.50 82.87) + ID2= 2 ( 34526): 25.64 4.135 12.25 81.92 ID = 3 ( 34912): 166.41 20.239 12.42 82.72 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ROUTE CHN( 34514)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .110E+03 0.2 0.87 9.14 0.20 0.20 .248E+03 0.7 1.30 6.12 0.30 0.30 .416E+03 1.4 1.63 4.89 0.40 0.40 .612E+03 2.4 1.91 4.18 0.50 0.50 .836E+03 3.8 2.15 3.70 0.60 0.60 .109E+04 5.4 2.38 3.35 0.70 0.70 .137E+04 7.4 2.59 3.08 0.80 0.80 .168E+04 9.8 2.78 2.86 0.90 0.90 .202E+04 12.6 2.97 2.68 1.00 1.00 .239E+04 15.8 3.15 2.53 1.11 1.11 .285E+04 20.7 3.47 2.29 1.44 1.44 .282E+04 44.6 4.58 1.06 1.56 1.56 .327E+04 53.1 4.70 1.03 1.67 1.67 .377E+04 62.3 4.79 1.01 1.78 1.78 .430E+04 72.3 4.87 0.99 1.89 1.89 .488E+04 83.0 4.93 0.98 2.00 2.00 .551E+04 94.6 4.98 0.97 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34116) 63.92 8.47 12.33 82.32 0.70 2.94 OUTFLOW: ID= 1 ( 34513) 63.92 8.45 12.33 82.32 0.70 2.94 1 ADD HYD ( 34917)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34513): 63.92 8.446 12.33 82.32 + ID2= 2 ( 34514): 166.41 20.281 12.42 82.72 ID = 3 ( 34917): 230.33 28.704 12.42 82.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34522)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .209E+02 0.2 0.71 2.13 0.20 0.20 .472E+02 0.6 1.06 1.42 0.30 0.30 .789E+02 1.2 1.33 1.14 0.40 0.40 .116E+03 2.0 1.56 0.97 0.50 0.50 .159E+03 3.1 1.76 0.86 0.60 0.60 .207E+03 4.4 1.94 0.78 0.70 0.70 .260E+03 6.1 2.11 0.72 0.80 0.80 .319E+03 8.0 2.27 0.67 0.90 0.90 .384E+03 10.3 2.43 0.62 1.00 1.00 .454E+03 12.9 2.57 0.59 1.11 1.11 .541E+03 16.9 2.84 0.53 1.22 1.22 .642E+03 21.4 3.03 0.50 1.33 1.33 .756E+03 26.5 3.18 0.48 1.44 1.44 .884E+03 32.0 3.29 0.46 1.56 1.56 .103E+04 38.1 3.37 0.45 1.67 1.67 .118E+04 44.7 3.44 0.44 1.78 1.78 .135E+04 51.9 3.50 0.43 1.89 1.89 .153E+04 59.7 3.54 0.43 2.00 2.00 .172E+04 68.0 3.58 0.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34912) 166.41 20.24 12.42 82.72 1.10 3.44 OUTFLOW: ID= 1 ( 34514) 166.41 20.28 12.42 82.72 1.10 3.44 1 CALIB NASHYD ( 34116) Area (ha)= 63.92 Curve Number (CN)= 82.0 11D= 1 DT= 5.0 min Ia (mm)= 6.76 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.41 Unit Hyd Qpeak (cms)- 5.969 PEAK FLOW (cms)= 8.468 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 82.318 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.647 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34513)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .667E+02 0.2 0.99 4.88 0.20 0.20 .151E+03 0.8 1.48 3.27 0.30 0.30 .252E+03 1.6 1.85 2.61 0.40 0.40 .371E+03 2.8 2.17 2.23 0.50 0.50 .507E+03 4.3 2.45 1.97 0.60 0.60 .661E+03 6.2 2.70 1.79 0.70 0.70 .832E+03 8.4 2.94 1.64 0.80 0.80 .102E+04 11.1 3.16 1.53 0.90 0.90 .123E+04 14.3 3.38 1.43 1.00 1.00 .145E+04 17.9 3.58 1.35 1.11 1.11 .173E+04 23.5 3.95 1.22 1.22 1.22 .205E+04 29.9 4.22 1.14 1.33 1.33 .242E+04 36.9 4.42 1.09 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34917) 230.33 28.70 12.42 82.61 1.38 3.22 OUTFLOW: ID= 1 ( 34522) 230.33 28.72 12.42 82.61 1.38 3.22 ADD HYD ( 34919)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34115): 19.36 4.349 12.08 78.08 + ID2= 2 ( 34522): 230.33 28.722 12.42 82.61 ID = 3 ( 34919): 249.68 30.366 12.42 82.26 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34524)] 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .275E+03 0.2 0.71 27.99 0.20 0.20 .622E+03 0.6 1.06 18.76 0.30 0.30 .104E+04 1.2 1.33 14.98 0.40 0.40 .153E+04 2.0 1.56 12.80 0.50 0.50 .209E+04 3.1 1.76 11.34 0.60 0.60 .273E+04 4.4 1.94 10.26 0.70 0.70 .343E+04 6.1 2.11 9.43 0.80 0.80 .421E+04 8.0 2.27 8.77 0.90 0.90 .506E+04 10.3 2.43 8.21 1.00 1,00 .598E+04 12.9 2.57 7,74 1.11 1.11 .713E+04 16.9 2.84 7.02 1.22 1.22 .845E+04 21.4 3.03 6.57 1.33 1.33 .996E+04 26.5 3.18 6.27 1.44 1.44 .116E+05 32.0 3.29 6.06 1.56 1.56 .135E+05 38.1 3.37 5.90 1.67 1.67 .155E+05 44.7 3.44 5.79 1.78 1.78 .178E+05 51.9 3.50 5.70 1.89 1.89 .201E+05 59.7 3.54 5.63 2.00 2.00 .227E+05 68.0 3.58 5.57 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34919) 249.68 30.37 12.42 82.26 1.41 3.25 OUTFLOW: ID= 1 ( 34524) 249.68 29.62 12.50 82.26 1.40 3.24 ADD HYD ( 34918)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 34114): 40.50 (cms)209 12.75) 76.20 + ID2= 2 ( 34524): 249.68 29.619 12.50 82.26 ID = 3 ( 34918): 290.19 32.583 12.50 81.41 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .482E+02 0.2 0.71 4.90 0.20 0.20 .109E+03 0.6 1.06 3.29 0.30 0.30 .182E+03 1.2 1.33 2.62 0.40 0.40 .268E+03 2.0 1.56 2.24 0.50 0.50 .366E+03 3.1 1.76 1.99 0.60 0.60 .477E+03 4.4 1.94 1.80 0.70 0.70 .601E+03 6.1 2.11 1.65 0.80 0.80 .737E+03 8.0 2.27 1.54 0.90 0.90 .886E+03 10.3 2.43 1.44 1.00 1.00 .105E+04 12.9 2.57 1.36 1.11 1.11 .125E+04 16.9 2.84 1.23 1.22 1.22 .148E+04 21.4 3.03 1.15 1.33 1.33 .174E+04 26.5 3.18 1.10 1.44 1.44 .204E+04 32.0 3.29 1.06 1.56 1.56 .237E+04 38.1 3.37 1.03 1.67 1.67 .272E+04 44.7 3.44 1.01 1.78 1.78 .311E+04 51.9 3.50 1.00 1.89 1.89 .353E+04 59.7 3.54 0.99 2.00 2.00 .398E+04 68.0 3.58 0.98 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34918) 290.19 32.58 12.50 81.41 1.45 3.30 OUTFLOW: ID= 1 ( 34512) 290.19 32.57 12.50 81.41 1.45 3.30 CALIB NASHYD ( 34113)1 Area (ha)= 37.21 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 7.03 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.54 ID = 3 ( 34909): 327.40 36.586 12.50 81.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34521)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .386E+02 0.1 0.62 4.54 0.20 0.20 .873E+02 0.5 0.92 3.04 0.30 0.30 .146E+03 1.0 1.15 2.43 0.40 0.40 .215E+03 1.7 1.35 2.08 0.50 0.50 .294E+03 2.7 1.52 1.84 0.60 0.60 .383E+03 3.8 1.68 1.66 0.70 0.70 .482E+03 5.2 1.83 1.53 0.80 0.80 .591E+03 6.9 1.97 1.42 0.90 0.90 .710E+03 8.9 2.10 1.33 1.00 1.00 .839E+03 11.1 2.23 1.26 1.11 1.11 .100E+04 14.6 2.46 1.14 1.22 1.22 .119E+04 18.6 2.63 1.07 1.33 1.33 .140E+04 22.9 2.75 1.02 1.44 1.44 .164E+04 27.7 2.85 0.98 1.56 1.56 .190E+04 33.0 2.92 0.96 1.67 1.67 .218E+04 38.7 2.98 0.94 1.78 1.78 .249E+04 45.0 3.03 0.92 1.89 1.89 .283E+04 51.7 3.07 0.91 2.00 2.00 .319E+04 58.9 3.10 0.90 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34909) 327.40 36.59 12.50 81.49 1.62 2.96 OUTFLOW: ID= 1 ( 34521) 327.40 36.52 12.50 81.49 1.62 2.96 CALIB NASHYD ( 34112) Area (ha)= 7.54 Curve Number (CN)= 67.0 ID= 1 DT= 5.0 min Ia (mm)= 8.64 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.46 Unit Hyd Qpeak (cms)= 0.624 PEAK FLOW (cms)- 0.620 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 57.683 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.453 unit Hyd Qpeak (cms)= 2.632 PEAK FLOW (cms)- 4.016 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 82.081 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.645 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34511)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .395E+02 0.2 0.71 4.02 0.20 0.20 .892E+02 0.6 1.06 2.69 0.30 0.30 .149E+03 1.2 1.33 2.15 0.40 0.40 .220E+03 2.0 1.56 1.84 0.50 0.50 .300E+03 3.1 1.76 1.63 0.60 0.60 .391E+03 4.4 1.94 1.47 0.70 0.70 .492E+03 6.1 2.11 1.35 0.80 0.80 .604E+03 8.0 2.27 1.26 0.90 0.90 .726E+03 10.3 2.43 1.18 1.00 1.00 .858E+03 12.9 2.57 1.11 1.11 1.11 .102E+04 16.9 2.84 1.01 1.22 1.22 .121E+04 21.4 3.03 0.94 1.33 1.33 .143E+04 26.5 3.18 0.90 1.44 1.44 .167E+04 32.0 3.29 0.87 1.56 1.56 .194E+04 38.1 3.37 0.85 1.67 1.67 .223E+04 44.7 3.44 0.83 1.78 1.78 .255E+04 51.9 3.50 0.82 1.89 1.89 .289E+04 59.7 3.54 0.81 2.00 2.00 .326E+04 68.0 3.58 0.80 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 34113) 37.21 4.02 12.50 82.08 0.57 1.88 OUTFLOW: ID= 1 ( 34511) 37.21 4.02 12.50 82.08 0.57 1.88 1 ADD HYD ( 34909)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 34511): 37.21 (cms)017 12.50 82.08 ) + 1D2= 2 ( 34512): 290.19 32.569 12.50 81.41 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 34921)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 34112): 7.54 0.620) 12.42cms rs) 57.68) + ID2= 2 ( 34521): 327.40 36.518 12.50 81.49 ID = 3 ( 34921): 334.94 37.129 12.50 80.95 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34510)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .119E+03 0.1 0.62 13.98 0.20 0.20 .269E+03 0.5 0.92 9.37 0.30 0.30 .450E+03 1.0 1.15 7.48 0.40 0.40 .662E+03 1.7 1.35 6.39 0.50 0.50 .905E+03 2.7 1.52 5.66 0.60 0.60 .118E+04 3.8 1.68 5.13 0.70 0.70 .148E+04 5.2 1.83 4.71 0.80 0.80 .182E+04 6.9 1.97 4.38 0.90 0.90 .219E+04 8.9 2.10 4.10 1.00 1.00 .259E+04 11.1 2.23 3.87 1.11 1.11 .308E+04 14.6 2.46 3.51 1.22 1.22 .366E+04 18.6 2.63 3.28 1.33 1.33 .431E+04 22.9 2.75 3.13 1.44 1.44 .504E+04 27.7 2.85 3.03 1.56 1.56 .584E+04 33.0 2.92 2.95 1.67 1.67 .672E+04 38.7 2.98 2.89 1.78 1.78 .768E+04 45.0 3.03 2.85 1.89 1.89 .871E+04 51.7 3.07 2.81 2.00 2.00 .982E+04 58.9 3.10 2.78 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 34921) 334.94 37.13 12.50 80.95 1.64 2.96 OUTFLOW: ID= 1 ( 34510) 334.94 36.95 12.58 80.95 1.63 2.96 1 CALIB 1 NASHYD ( 34111) Area (ha)= 40.10 Curve Number (CN)= 68.0 1IC 1 DT= 5.0 min Ia (mm)= 8.46 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.73 Unit Hyd Qpeak (cms)- 2.089 PEAK FLOW (cms)- 2.420 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 59.172 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.465 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 34132) Area (ha)= 16.61 curve Number (cN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 7.31 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.20 Unit Hyd Qpeak (cms)= 3.110 PEAK FLOW (cms)= 3.317 (7) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 76.561 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.602 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 34133) Area (ha)= 38.70 Curve Number (cN)= 83.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.78 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.63 Unit Hyd Qpeak (cms)= 2.339 PEAK FLOW (cms)= 3.817 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 84.089 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.661 () PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34528)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 Main Channel 2.00 99.50 0.0300 Main channel 3.50 99.60 0.0300 Main channel 4.50 100.65 0.0300 /0.0500 Main Channel 6.00 101.45 0.0500 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.48 99.98 .225E+03 0.1 0.18 27.89 0.57 100.07 .286E+03 0.2 0.19 25.24 0.67 100.17 .350E+03 0.3 0.21 23.27 0.76 100.26 .419E+03 0.3 0.23 21.73 0.86 100.36 .491E+03 0.4 0.24 20.48 0.95 100.45 .567E+03 0.5 0.25 19.43 1.05 100.55 .647E+03 0.6 0.27 18.55 1.16 100.66 .751E+03 0.7 0.28 17.39 1.28 100.78 .872E+03 0.9 0.30 16.30 1.39 100.89 .100E+04 1.1 0.32 15.48 1.50 101.00 .115E+04 1.3 0.33 14.83 1.61 101.11 .131E+04 1.5 0.34 14.30 1.72 101.22 .147E+04 1.8 0.35 13.86 1.84 101.34 .165E+04 2.0 0.36 13.48 1.95 101.45 .184E+04 2.3 0.37 13.15 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34922) 55.31 4.78 12.25 81.81 1.84 0.36 OUTFLOW: ID= 1 ( 34527) 55.31 3.65 13.00 81.80 1.95 0.37 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. CALIB NASHYD ( 34131) Area (ha)= 36.26 Curve Number (cN)= 79.0 ID= 1 DT= 5.0 min 1 Ia (mm)- 7.29 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.45 Unit Hyd Qpeak (cms)- 3.051 PEAK FLOW (cms)= 4.130 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 76.708 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.603 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 34923)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34131): 36.26 4.130 12.42 76.71 + ID2= 2 ( 34527): 55.31 3.648 13.00 81.80 ID = 3 ( 34923): 91.57 6.996 12.50 79.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 0.10 99.60 .453E+02 0.0 0.19 99.69 .144E+03 0.0 0.29 99.79 .251E+03 0.1 0.38 99.88 .366E+03 0.1 0.48 99.98 .490E+03 0.2 0.57 100.07 .622E+03 0.3 0.67 100.17 .762E+03 0.3 0.76 100.26 .911E+03 0.4 0.86 100.36 .107E+04 0.5 0.95 100.45 .123E+04 0.7 1.05 100.55 .141E+04 0.8 1.16 100.66 .163E+04 1.0 1.28 100.78 .190E+04 1.2 1.39 100.89 .219E+04 1.5 1.50 101.00 .250E+04 1.8 1.61 101.11 .284E+04 2.1 1.72 101.22 .321E+04 2.4 1.84 101.34 .360E+04 2.8 1.95 101,45 .401E+04 3.2 0.07 155.59 0.13 81.06 0.18 60.66 0.21 50.66 0.24 44.53 0.27 40.30 0.29 37.16 0.31 34.70 0.33 32.70 0.34 31.04 0.36 29.62 0.39 27.78 0.41 26.04 0.43 24.72 0.45 23.69 0.47 22.84 0.48 22.13 0.50 21.53 0.51 21,00 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 34133) 38.70 3.82 12.58 84.09 1.94 0.51 OUTFLOW: ID= 1 ( 34528) 38.70 3.54 12.83 84.06 1.92 0.51 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. 1 ADD HYD ( 34922) 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 34132): 16.61 3.317) 12.17cms rs) 76.56) + 102= 2 ( 34528): 38.70 3.541 12.83 84.06 ID = 3 ( 34922): 55.31 4.777 12.25 81.81 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34527)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------> Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1.50 100.55 0.0500 /0.0300 Main Channel 2.00 99.50 0.0300 Main Channel 3.50 99.60 0.0300 Main Channel 4.50 100.65 0.0300 /0.0500 Main Channel 6.00 101.45 0.0500 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 99.60 .208E+02 0.0 0.05 0.19 99.69 .661E+02 0.0 0.29 99.79 .115E+03 0.1 0.38 99.88 .168E+03 0.1 0.10 0.13 0.15 TRAV.TIME (min) 97.43 50.76 37.99 31.73 1.50 2.00 3.50 4.50 6.00 100.55 99.50 99.60 100.65 101.45 0.0500 /0.0300 Main Channel 0.0300 Main channel 0.0300 Main Channel 0.0300 /0.0500 Main Channel 0.0500 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 99.60 .112E+03 0.0 0.04 745.00 0.19 99.69 .357E+03 0.0 0.07 388.11 0.29 99.79 .623E+03 0.0 0.09 290.45 0.38 99.88 .910E+03 0.1 0.11 242.58 0.48 99.98 .122E+04 0.1 0.12 213.24 0.57 100.07 .154E+04 0.1 0.14 192.98 0.67 100.17 .189E+04 0.2 0.15 177.92 0.76 100.26 .226E+04 0.2 0.16 166.14 0.86 100.36 .265E+04 0.3 0.17 156.58 0.95 100.45 .306E+04 0.3 0.18 148.60 1.05 100.55 .350E+04 0.4 0.19 141,80 1.16 100.66 .406E+04 0.5 0.20 133.00 1.28 100.78 .471E+04 0.6 0.21 124.67 1.39 100.89 .543E+04 0.8 0.22 118.38 1.50 101.00 .621E+04 0.9 0.23 113.41 1.61 101.11 .706E+04 1.1 0.24 109.36 1.72 101.22 .797E+04 1.3 0.25 105.98 1.84 101.34 .894E+04 1.4 0.26 103.07 1.95 101.45 .997E+04 1.7 0.26 100.54 *** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-› AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 34923) 91.57 7.00 12.50 79.78 1.95 0.26 OUTFLOW: ID= 1 ( 34525) 91.57 4.84 13.33 79.72 1.95 0.26 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. 1 CALIB 1 NASHYD ( 34134) Area (ha)= 37.14 Curve Number (CN)= 64.0 1ID- 1 DT= 5.0 min Ia (mm)= 9.48 # of Linear ftes.(m)= 3.00 U.H. Tp(hrs)= 1.21 Unit Hyd Qpeak (cms)= 1.169 PEAK FLOW (cms)= 1.364 (i) TIME TO PEAK (hrs)= 13.333 RUNOFF VOLUME (mm)= 53.178 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.418 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34525)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 101.50 0.0500 1.00 100.70 0.0500 1 ADD HYD ( 34908)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34111): 40.10 2.420 12.75 59.17 + ID2= 2 ( 34134): 37.14 1.364 13.33 53.18 ID = 3 ( 34908): 77.23 3.596 12.92 56.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW ID= 2 ( 34908) 503.75 43.67 12.58 76.95 OUTFLOW: ID= 1 ( 34520) 503.75 43.43 12.58 76.95 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 1.87 2.65 1.86 2.65 ADD HYD ( 34908)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 34908): 77.23 3.596 12.92 56.29 + 1D2= 2 ( 34510): 334.94 36.950 12.58 80.95 ID = 1 ( 34908): 412.18 40.238 12.58 76.33 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 34908)1 D + 2 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 34908): 412.18 40.238) 12.58cms rs) 76.33) + ID2= 2 ( 34525): 91.57 4.836 13.33 79.72 ID = 3 ( 34908): 503.75 43.675 12.58 76.95 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34520)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION Distance Elevation 0.00 2.00 6.00 1.00 9.00 0.00 11.00 0.00 14.00 1.00 20.00 2.00 1.1) > Manning 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .630E+02 0.1 0.53 8.55 0.20 0.20 .142E+03 0.4 0.80 5.73 0.30 0.30 .238E+03 0.9 1.00 4.58 0.40 0.40 .351E+03 1.5 1.17 3.91 0.50 0.50 .479E+03 2.3 1.32 3.46 0.60 0.60 .625E+03 3.3 1.46 3.14 0.70 0.70 .786E+03 4.5 1.58 2.88 0.80 0.80 .964E+03 6.0 1.70 2.68 0.90 0.90 .116E+04 7.7 1.82 2.51 1.00 1.00 .137E+04 9.6 1.93 2.37 1.11 1.11 .163E+04 12.7 2.13 2.15 1.22 1.22 .194E+04 16.1 2.27 2.01 1.33 1.33 .228E+04 19.9 2.38 1.92 1.44 1.44 .267E+04 24.0 2.47 1.85 1.56 1.56 .309E+04 28.6 2.53 1.80 1.67 1.67 .356E+04 33.6 2.58 1.77 1.78 1.78 .407E+04 38.9 2.62 1.74 1.89 1.89 .462E+04 44.7 2.66 1.72 2.00 2.00 .520E+04 51.0 2.68 1.70 < 85.97 221.44 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) 0.07 219.97 .182E+02 0.0 0.14 220.03 .548E+02 0.2 0.87 0.20 220.10 .102E+03 0.5 1.15 0.27 220.17 .159E+03 1.0 1.37 0.34 220.24 .225E+03 1.7 1.57 0.42 220.32 .325E+03 2.9 1.91 0.51 220.41 .445E+03 4.5 2.15 0.60 220.50 .585E+03 6.4 2.32 0.68 220.58 .745E+03 8.5 2.45 0.77 220.67 .925E+03 11.0 2.55 0.85 220.75 .113E+04 13.9 2.63 0.94 220.84 .135E+04 17.0 2.70 1.03 220.92 .159E+04 20.5 2.76 1.11 221.01 .185E+04 24.4 2.82 1.20 221.10 .213E+04 28.3 2.83 1.28 221.18 .252E+04 31.9 2.70 1.37 221.27 .326E+04 36.5 2.39 1.46 221.35 .423E+04 43.5 2.19 1.54 221.44 .535E+04 51.6 2.06 INFLOW : ID= 2 ( 34916) OUTFLOW: ID= 1 ( 34509) (m/s) (min) 0.55 6.52 4.10 3.11 2.59 2.26 1.87 1.66 1.54 1.45 1.40 1.35 1.32 1.29 1.26 1.26 1.32 1.49 1.62 1.73 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 510.07 43.92 12.58 76.71 1.46 2.19 510.07 43.80 12.67 76.71 1.46 2.19 ADD HYD ( 34907)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 34109): 8.04) 0.932) 12.33cms rs) 69.04) + ID2= 2 ( 34509): 510.07 43.798 12.67 76.71 ID = 3 ( 34907): 518.11 44.469 12.67 76.59 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34508)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 217.13 12.44 217.35 20.92 24.44 30.04 34.84 41.71 45.04 46.47 46.71 54.37 62.24 216.22 213.34 210.79 208.70 207.64 207.47 207.60 207.62 208.38 209.12 ( 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 Main Main Main Main Channel Channel Channel Channel CALIB NASITYD ( 34110) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.521 PEAK FLOW (cms)= 0.520 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 57.890 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.455 6.32 curve Number (CN)= 67.0 8.36 # of Linear Res.(N)= 3.00 0.46 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 34916) 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) mm 1D1= 1 ( 34110): 6.32 0.520) 12.42cms rs) 57.89) + 1D2= 2 ( 34520): 503.75 43.427 12.58 76.95 ID = 3 ( 34916): 510.07 43.918 12.58 76.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34509)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 2.05 221.74 9.93 221.16 15.55 16.14 20.55 22.82 30.83 32.24 33.34 33.93 34.86 35.83 40.17 43.53 52.10 56.20 63.32 71.52 75.40 221.21 221.31 221.20 221.18 220.24 220.01 219.90 219.90 219.99 220.26 221.29 221.49 221.42 221.60 221.06 221.27 221.15 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel 71.08 214.63 0.1000 75.47 216.64 0.1000 80.74 216.77 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cros) (m/s) (min) 0.15 207.62 .674E+02 0.3 0.97 3.43 0.66 208.13 .100E+04 12.8 2.56 1.30 1.17 208.64 .281E+04 42.7 3.04 1.10 1.68 209.16 .542E+04 93.1 3.44 0.97 2.19 209.67 .844E+04 167.0 3.96 0.84 2.71 210.18 .117E+05 259.4 4.45 0.75 3.22 210.69 .151E+05 369.6 4.90 0.68 3.73 211.20 .187E+05 497.3 5.31 0.63 4.24 211.72 .226E+05 642.1 5.69 0.59 4.75 212.23 .266E+05 804.0 6.05 0.55 5.27 212.74 .308E+05 982.9 6.38 0.52 5.78 213.25 .353E+05 1178.9 6.69 0.50 6.29 213.76 .399E+05 1395.2 7.00 0.48 6.80 214.27 .447E+05 1628.9 7.30 0.46 7.31 214.79 .496E+05 1877.7 7.58 0.44 7.82 215.30 .547E+05 2140.5 7.84 0.43 8.34 215.81 .599E+05 2420.5 8.09 0.41 8.85 216.32 .654E+05 2706.3 8.29 0.40 9.36 216.83 .713E+05 2876.9 8.07 0.41 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 34907) 518.11 44.47 12.67 76.59 1.19 3.06 ID= 1 ( 34508) 518.11 44.50 12.67 76.59 1.19 3.06 1 CALIB 1 NASHYD ( 34120) 11D= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= 17.19 Curve Number (CN)= 82.0 6.69 # of Linear Res.(N)= 3.00 0.20 Unit Hyd Qpeak (cms)= 3.235 PEAK FLOW (cms)= 3.701 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 82.242 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.647 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 34507)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 Main Channel Main Channel Main Channel Main Channel < 20.00 2.00 0.1000 TRAVEL TIME TABLE > (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .297E+03 0.2 0.82 26.37 0.20 0.20 .671E+03 0.6 1.22 17.67 0.30 0.30 .112E+04 1.3 1.52 14.11 0.40 0.40 .165E+04 2.3 1.78 12.06 0.50 0.50 .226E+04 3.5 2.01 10.68 0.60 0.60 .294E+04 5.1 2.22 9.67 0.70 0.70 .370E+04 6.9 2.42 8.89 0.80 0.80 .454E+04 9.2 2.60 8.26 0.90 0.90 .546E+04 11.8 2.78 7.74 1.00 1.00 .645E+04 14.7 2.95 7.29 1.11 1.11 .769E+04 19.4 3.25 6.62 1.22 1.22 .913E+04 24.6 3.47 6.19 1.33 1.33 .108E+05 30.3 3.64 5.91 1.44 1.44 .126E+05 36.7 3.77 5.71 1.56 1.56 .146E+05 43.7 3.87 5.56 1.67 1.67 .168E+05 51.3 3.94 5.45 1.78 1.78 .192E+05 59.5 4.01 5.37 1.89 1.89 .217E+05 68.4 4.06 5.30 2.00 2.00 .245E+05 77.9 4.10 5.25 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34120) 17.19 3.70 12.17 82.24 0.51 2.04 OUTFLOW: ID= 1 ( 34507) 17.19 3.00 12.25 82.23 0.46 1.91 CALIB STANDHYD ( 34108) Area (ha)= 7.24 ID= 1 DT= 5.0 min Total Imp(%)= 28.40 Dir. Conn.(%)= 25.10 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 2.06 5.18 Dep. Storage (mm)= 2.00 8.21 Average slope (%)= 1.00 2.00 Length (m)= 219.71 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 84.60 5.00 15.00 3.43 (ii) 10.98 (ii) 5.00 15.00 0.26 0.09 0.78 12,08 125.20 127.20 0.98 0.76 12.17 54.38 127.20 0.43 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 63.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. *TOTALS* 1.434 (iii) 12.08 72.16 127.20 0.57 8.54 201.29 .732E+05 1660.3 8.86 0.73 9.47 202.22 .883E+05 2058.5 9.11 0.71 10.40 203.15 .105E+06 2514.0 9.36 0.70 11.33 204.08 .123E+06 3030.5 9.63 0.68 12.26 205.01 .142E+06 3604.8 9.89 0.66 13.19 205.94 .163E+06 4239.1 10.14 0.64 14.12 206.87 .185E+06 4925.9 10.37 0.63 15.05 207.80 .209E+06 5675.8 10.58 0.61 15.98 208.73 .235E+06 6495.3 10.79 0.60 16.91 209.66 .262E+06 7371.0 10.97 0.59 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34906) 542.55 46.22 12.67 76.71 1.32 4.39 OUTFLOW: ID= 1 ( 34506) 542.55 46.23 12.67 76.71 1.32 4.39 CALIB NASHYD ( 34107) Area (ha)= 5.03 Curve Number (CN)= 52.0 ID= 1 DT= 5.0 min Ia (mm)= 8.26 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.52 Unit Hyd Qpeak (cms)= 0.371 PEAK FLOW (cms)= 0.254 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 40.028 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.315 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 34905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ha mm ID1= 1 ( 34107): 5 03 0.254) 12.50 40.03) + ID2= 2 ( 34506): 542.55 46.227 12.67 76.71 ID = 3 ( 34905): 547.57 46.470 12.67 76.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.73 189.84 0.0800 5.58 189.38 0.0800 7.54 188.60 0.0800 9.13 188.01 0.0800 9.68 187.74 0.0800 /0.0350 Main Channel 11.61 187.30 0.0350 Main channel 11.96 187.24 0.0350 Main Channel 14.68 187.72 0.0350 /0.0800 Main Channel 18.33 188.95 0.0800 1 ADD HYD ( 34906)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 34108): 7.24 1.434) 12.08cms rs) 72.16) + ID2= 2 ( 34507): 17.19 3.001 12.25 82.23 ID = 3 ( 34906): 24.43 3.849 12.25 79.25 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 34906)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. a) (cms rs1D1= 3 ( 34906): 24.43 3.849) 12.25) 79.25) + ID2= 2 ( 34508): 518.11 44.504 12.67 76.59 ID = 1 ( 34906): 542.55 46.220 12.67 76.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34506)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 210.59 0.1000 11.56 206.22 0.1000 21.06 201.36 0.1000 24.46 200.42 0.1000 30.86 197.24 0.1000 33.61 195.61 0.1000 36.75 194.33 0.1000 39.33 193.03 0.1000 /0.0350 Main Channel 42.12 192.74 0.0350 Main Channel 44.17 192.86 0.0350 Main Channel 44.33 192.92 0.0350 /0.1000 Main channel 48.52 194.07 0.1000 51.90 195.65 0.1000 57.69 200.20 0.1000 64.92 202.96 0.1000 77.52 208.69 0.1000 82.47 210.41 0.1000 85.48 210.68 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.18 192.92 .154E+03 0.5 1.20 5.43 1.10 193.85 .282E+04 30.0 4.16 1.56 2.03 194.78 .727E+04 99.1 5.32 1.22 2.96 195.71 .133E+05 206.7 6.08 1.07 3.89 196.64 .205E+05 354.9 6.76 0.96 4.82 197.57 .287E+05 540.4 7.35 0.89 5.75 198.50 .380E+05 764.1 7.84 0.83 6.68 199.43 .485E+05 1027.8 8.28 0.79 7.61 200.36 .600E+05 1331.0 8.66 0.75 20.35 189.28 0.0800 28.24 189.65 0.0800 30.39 189.90 0.0800 31.10 189.76 0.0800 33.81 189.74 0.0800 43.81 189.94 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 187.36 .155E+02 0.0 0.54 6.07 0.24 187.48 .606E+02 0.3 0.86 3.83 0.36 187.60 .135E+03 0.8 1.12 2.93 0.49 187.72 .238E+03 1.6 1.35 2.43 0.63 187.86 .386E+03 3.5 1.78 1.84 0.77 188.00 .554E+03 6.0 2.12 1.55 0.91 188.14 .742E+03 9.0 2.38 1.38 1.05 188.28 .953E+03 12.6 2.60 1.26 1.19 188.43 .119E+04 16.7 2.77 1.18 1.33 188.57 .144E+04 21.4 2.93 1.12 1.47 188.71 .172E+04 26.7 3.06 1.07 1.61 188.85 .202E+04 32.6 3.18 1.03 1.76 188.99 .234E+04 39.0 3.28 1.00 1.90 189.13 .269E+04 45.9 3.36 0.98 2.04 189.27 .307E+04 53.5 3.43 0.96 2.18 189.41 .352E+04 61.1 3.42 0.96 2.32 189.56 .407E+04 69.8 3.37 0.97 2.46 189.70 .472E+04 79.8 3.33 0.99 2.60 189.84 .555E+04 89.4 3.17 1.03 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 34905) 547.57 46.47 12.67 76.37 1.91 3.37 OUTFLOW: ID= 1 ( 34505) 547.57 46.46 12.67 76.37 1.91 3.37 CALIB NASHYD ( 34106) Area (ha)= 7.37 Curve Number (CN)= 63.0 'ID= 1 DT= 5.0 min Ia (mm)= 5.51 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.55 Unit Hyd Qpeak (cms)= 0.510 PEAK FLOW (cms)= 0.496 (1) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 54.669 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.430 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB I STANDHYD ( 34105) Area (ha)= 4.99 ID= 1 DT= 5.0 min Total Imp(%)= 29.00 Dir. Conn.(%)= 22.40 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.45 3.54 Dep. Storage (mm)= 2.00 7.53 Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = *''`*** WARNING: STORAGE COEFF. 1.00 182.43 0.013 155.69 5.00 3.07 5.00 0.27 0.48 12.08 125.20 127.20 0.98 2.00 40.00 0.250 65.68 15.00 (ii) 11.42 (ii) 15.00 0.09 0.39 12.17 41.04 127.20 0.32 IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.814 (iii) 12.08 59.89 127.20 0.47 ADD 2 HYD ( 34904)= 3 1 ID1= 1 ( 34105): 4.99 0.814 + ID2= 2 ( 34106): 7.37 0.496 ID = 3 ( 34904): 12.36 1.044 12.08 56.78 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 12.08 59.89 12.50 54.67 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. 1 ADD HYD ( 34904)1 3 + 2 = 1 ID1= 3 ( 34904): + ID2= 2 ( 34505): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 12.36 1.044 12.08 56.78 547.57 46.458 12.67 76.37 ID = 1 ( 34904): NOTE: PEAK FLOWS DO 559.93 47.094 12.67 75.94 NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 4.20 13.57 18.24 21.30 35.63 39.39 40.34 41.44 43.66 FOR SECTION Elevation 186.53 185.80 185.40 185.46 185.08 183.83 183.55 183.27 183.06 ( 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 Main Channel Main Channel Main Channel Surface Area (ha)= Dep. Storage (mm) - Average Slope (%)_ Length (m)- Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 0.74 1.45 2.00 6.30 1.00 2.00 121.04 40.00 0.013 0.250 155.69 5.00 2.40 5.00 0.30 0.24 12.08 125.20 127.20 0.98 73.76 15.00 (ii) 10.37 (ii) 15.00 0.09 0.19 12.17 44.81 127.20 0.35 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 0.405 (iii) 12.08 65.31 127.20 0.51 I ADD HYD ( 33910)1 I 1+ 2= 3 I ID1= 1 ( 33108): + ID2= 2 ( 33109): AREA (ha) 6.30 2.20 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.420 12.50 52.70 0.405 12.08 65.31 ID = 3 ( 33910): 8.49 0.603 12.08 55.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 33501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .290E+02 0.1 0.47 4.47 0.20 0.20 .656E+02 0.4 0.70 2.99 0.30 0.30 .110E+03 0.8 0.88 2.39 0.40 0.40 .162E+03 1.3 1.03 2.04 0.50 0.50 .221E+03 2.0 1.16 1.81 0.60 0.60 .288E+03 2.9 1.28 1.64 0.70 0.70 .362E+03 4.0 1.40 1.51 0.80 0.80 .444E+03 5.3 1.50 1.40 44.51 183.11 0.0350 44.80 183.17 0.0350 45.21 183.55 0.0350 /0.1000 51.34 185.35 0.1000 63.05 185.32 0.1000 70.14 185.07 0.1000 74.50 184.56 0.1000 77.18 184.49 0.1000 87.18 184.68 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 183.14 .141E+02 0.1 0.77 0.16 183.22 .464E+02 0.4 1.26 0.24 183.30 .910E+02 0.9 1.68 0.33 183.39 .143E+03 1.8 2.10 0.41 183.47 .200E+03 3.0 2.45 0.49 183,55 .263E+03 4.4 2.76 0.58 183,64 .338E+03 6.5 3.20 0.66 183.72 .421E+03 9.0 3.55 0.75 183.81 .513E+03 11.9 3.83 0.84 183.90 .614E+03 15.1 4.06 0.93 183.99 .722E+03 18.6 4.26 1.01 184.07 .839E+03 22.5 4.44 1.10 184.16 .964E+03 26.7 4.59 1.19 184.25 .110E+04 31.3 4.72 1.28 184.34 .124E+04 36.2 4.84 1.36 184.42 .139E+04 41.5 4.95 1.45 184.51 .155E+04 46.6 4.99 1.54 184.60 .180E+04 52.3 4.83 1.62 184.68 .213E+04 59.2 4.60 Main Channel Main Channel Main Channel INFLOW : OUTFLOW: AREA (ha) ID= 2 ( 34904) 559.93 ID= 1 ( 34504) 559.93 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 47.09 12.67 75.94 47.09 12.67 75.94 TRAV.TIME (min) 3.58 2.19 1.64 1.31 1.12 1,00 0,86 0.78 0.72 0.68 0.65 0.62 0.60 0.58 0.57 0.56 0.55 0.57 0.60 <-pipe / channel-> MAX DEPTH MAX VEL 1.46 (4.97 1.46 4.97 1 CALIB 1 NASHYD ( 33108) 1ID- 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.451 PEAK FLOW (cms)= 0.420 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 52.696 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.414 6.30 Curve Number (CN)- 62.0 6.52 # of Linear Res.(N)= 3.00 0.53 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STANDHYD ( 33109) Area (ha)= 2.20 11D= 1 DT= 5.0 min Total Imp(%)= 33.80 Dir. Conn.(%)= 25.50 0.90 0.90 .534E+03 1.00 1.00 .631E+03 1.11 1.11 .752E+03 1.22 1.22 .893E+03 1.33 1.33 .105E+04 1.44 1.44 .123E+04 1.56 1.56 .143E+04 1.67 1.67 .164E+04 1.78 1.78 .187E+04 1.89 1.89 .213E+04 2.00 2.00 .240E+04 INFLOW : ID= 2 ( 33910) OUTFLOW: ID= 1 ( 33501) 6.8 1.60 1.31 8.5 1.70 1.24 11.2 1.88 1.12 14.2 2.01 1.05 17.5 2.10 1.00 21.2 2.18 0.97 25.2 2.23 0.94 29.6 2.28 0.92 34.3 2.31 0.91 39.5 2.34 0.90 45.0 2.37 0.89 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 8.49 0.60 12.08 55.96 8.49 0.57 12.17 55.96 <-pipe / channel-> MAX DEPTH MAX VEL 0.26 (0 80 0.25 0.78 1 CALIB 1 STANDHYD ( 33107) Area (ha)= 3.26 1ID= 1 DT= 5.0 min Total Imp(%)= 30.00 Dir. Conn.(%)= 24.00 Surface Area Dep. Storage Average Slope Length Mannings n (ha) - (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.98 2.00 1.00 147.38 0.013 155.69 5.00 2.70 5.00 0.29 0.34 12.08 125.20 127.20 0.98 PERVIOUS (i) 2.28 9.96 2.00 40.00 0.250 54.84 15.00 (ii) 11.68 (ii) 15.00 0.09 0.21 12.17 34.48 127.20 0.27 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 45.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.511 (iii) 12.08 56.25 127.20 0.44 ADD HYD ( 33920)1 + 2 = 3 ID1= 1 ( 33107): + ID2= 2 ( 33501): AREA (ha) 3.26 8.49 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.511 12.08 56.25 0.568 12.17 55.96 ID = 3 ( 33920): 11.75 1.065 12.08 56.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 33102)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.723 PEAK FLOW (cms)- 0.448 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 39.813 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.313 6.91 curve Number (CN)= 51.0 6.72 # of Linear Res.(N)= 3.00 0.37 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 33105) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 31.73 curve Number (cN)= 66.0 7.40 # of Linear Res.(N)= 3.00 0.20 Unit Hyd Qpeak (cms)= 6.060 PEAK FLOW (cms)- 4.666 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 57.150 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.449 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 33104)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 0.499 PEAK FLOW (cms)= 0.561 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 67.225 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.528 5.11 Curve Number (CN)= 73.0 7.29 # of Linear Res.(N)= 3.00 0.39 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE(. 33602) IN= 2---> OUT= 1 DT= 5.0 min DEPTH (m) 0.05 PIPE Number - 1.00 Diameter (mm)= 900.00 Length (m)= 283.93 Slope (m/m)= 0.025 Manning n = 0.013 TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY (cu.m.) (cms) (m/s) .364E+01 0.0 1.21 TRAV.TIME min 3.93 ID1= 1 ( 33103): + ID2= 2 ( 33105): (ha) (cms) (hrs) (mm) 1.43 0.514 12.08 105.94 31.73 4.666 12.17 57.15 ID = 3 ( 33903): 33.16 4.897 12.17 59.26 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD 2 HYD ( 33903)= 1 1 AREA (ha) ID1= 3 ( 33903): 33.16 + ID2= 2 ( 33602): _ 5.11 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.897 12.17 59.26 0.561 12.33 67.22 ID = 1 ( 33903): 38.27 5.347 12.17 60.32 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 33601)1 PIPE Number = 1.00 IN= 2---> OUT= 1 1 Diameter (mm)=1050.00 DT= 5.0 min 1 Length (m)= 882.65 Slope (m/m)= 0.030 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1102.34 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 5.35 TRAVEL TIME TABLE DEPTH (m) 0.06 0.12 0.17 0.23 0.29 0.35 0.41 0.46 0.52 0.58 0.64 0.70 0.75 0.81 0.87 0.93 0.99 1.04 1.10 INFLOW : ID= OUTFLOW: ID= (mm)FOR FREE FLOW. (cms) VOLUME FLOW RATE VELOCITY TRAV.TIME (cu.m.) (cms) (m/s) min .170E+02 0.0 1.49 9.88 .473E+02 0.1 2.32 6.33 .853E+02 0.3 2.99 4.92 .129E+03 0.5 3.55 4.14 .177E+03 0.8 4.04 3.64 .228E+03 1.2 4.47 3.29 .282E+03 1.5 4.85 3.03 .337E+03 2.0 5.19 2.84 .393E+03 2.4 5.48 2.69 .449E+03 2.9 5.73 2.57 .506E+03 3.4 5.94 2.48 .561E+03 3.9 6.11 2.41 .614E+03 4.3 6.25 2.36 .665E+03 4.8 6.34 2.32 .713E+03 5.2 6.39 2.30 .757E+03 5.5 6.38 2.31 .795E+03 5.7 6.31 2.33 .825E+03 5.8 6.15 2.39 .842E+03 5.4 5.61 2.62 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL 2 ( 33903) 38.27 (cms)53 (hrs)21 60.32 0.90 (6.38 1 ( 33601) 38.27 5.37 12.17 60.32 0.91 6.38 0.09 .101E+02 0.1 1.88 0.14 .183E+02 0.2 2.42 0.19 .277E+02 0.3 2.88 0.24 .380E+02 0.4 3.27 0.28 .489E+02 0.6 3.62 0.33 .604E+02 0.8 3.93 0.38 .722E+02 1.1 4.20 0.43 .843E+02 1.3 4.43 0.47 .964E+02 1.6 4.64 0.52 .108E+03 1.8 4.81 0.57 .120E+03 2.1 4.95 0.62 .132E+03 2.3 5.06 0.66 .143E+03 2.6 5.13 0.71 .153E+03 2.8 5.17 0.76 .162E+03 3.0 5.17 0.81 .170E+03 3.1 5.11 0.85 .177E+03 3.1 4.98 0.90 .181E+03 2.9 4.54 <---- hydrograph AREA QPEAK TPEAK INFLOW : ID= 2 ( 33104) 5.11 (0.56 12.33 OUTFLOW: ID= 1 ( 33602) 5.11 0.56 12.33 2.52 1.96 1.64 1.45 1.31 1.20 1.13 1.07 1.02 0.98 0.96 0.94 0.92 0.92 0.92 0.93 0.95 1.04 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 67.22 0.27 3.50 67.22 0.27 3.49 CALIB STANDHYD ( 33103) Area (ha)= 1.43 IID= 1 DT= 5.0 min Total Imp(%)= 69.00 Dir. Conn.(%)= 53.80 surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%)= (m)= Max.Eff.inten.(mm/hr)= over (min) Storage Coeff. (min) - unit Hyd. Tpeak (min)= unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.99 1.00 1.00 97.70 0.013 155.69 5.00 2.11 5.00 0.31 0.33 12.08 126.20 127.20 0.99 PERVIOUS (1) 0.44 6.87 2.00 40.00 0.250 ******** 10.00 (ii) 6.85 (ii) 10.00 0.14 0.18 12.08 82.36 127.20 0.65 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 74.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.514 (iii) 12.08 105.94 127.20 0.83 I ADDD +YD2 ( 33903) 1 = 3 AREA QPEAK TPEAK R.V. 1 ADD +2 YD ( 33902) 1 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 33102): 6.91 0.448) 12.33cms rs) 39.81) + ID2= 2 ( 33601): 38.27 5.367 12.17 60.32 ID = 3 ( 33902): 45.19 5.750 12.17 57.18 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 33401)1 IN= 2---> OUT= 1 II DT= 5.0 min INFLOW : ID= 2 OUTFLOW: ID= 1 ( OVERFLOW IS OFF OUTFLOW (cms) 0.0000 33902) 33401) STORAGE (ha.m.) 0.0000 AREA (ha) 45.186 45.186 OUTFLOW STORAGE (cms) (ha.m.) 10.0000 0.0000 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.750 12.17 57.18 5.750 12,17 57.18 PEAK FLOW REDUCTION [gout/Qin](%)=100.00 TIME SHIFT OF PEAK FLOW (min)= 0.00 MAXIMUM STORAGE USED (ha.m.)- 0.0000 MAXIMUM STORAGE USED (cu.m,)= 0.000000 **** WARNING HYDROGRAPH PEAK WAS NOT REDUCED. CHECK OUTFLOW/STORAGE TABLE OR REDUCE DT. 1 CALIB NASHYD ( 33101) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.115 PEAK FLOW (cms)- 0.072 (1) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 38.311 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.301 1.38 curve Number (CN)= 50.0 7.55 # of Linear Res.(N)= 3.00 0.46 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB ND STA HYD ( 33106) Area (ha)= 2.17 ID= 1 DT= 5.0 min Total Imp(%)= 31.00 Dir. Conn.(%)= 25.00 surface Area (ha)= Dep. Storage (mm) - Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= IMPERVIOUS 0.67 2.00 1.00 120.28 0.013 155.69 5.00 2.39 5.00 0.30 PERVIOUS 1.50 8,70 2,00 40.00 0.250 (1) 50.86 15.00 (ii) 11.64 (ii) 15.00 0.09 155.69 44.76 5.00 15.00 2.17 (ii) 11.91 (ii) 5.00 15.00 0.31 0.09 PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 0.23 12.08 125.20 127.20 0.98 0.13 12.17 32.15 127.20 0.25 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN. PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 42.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.340 (iii) 12.08 55.41 127.20 0.44 ADD HYD2 ( 33901)1 + = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 33101): 1.38 0.072 12.42 38.31 + ID2= 2 ( 33106): 2.17 0.340 12.08 55.41 ID = 3 ( 33901): 3.55 0.378 12.08 48.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 33901)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 33901): 3.55 0.378) 12.08cms rs) 48.76) + IO2= 2 ( 33401): 45.19 5.750 12.17 57.18 ID = 1 ( 33901): 48.74 5.982 12.17 56.57 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 33901)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 33901): 48.74 5.982 12.17 56.57 + ID2= 2 ( 33920): 11.75 1.065 12.08 56.04 ID = 3 ( 33901): 60.49 6.844 12.17 56.47 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 STANDHYD ( 34102)1 Area (ha)= 4.10 ID= 1 DT= 5.0 min 1 Total Imp(%)= 32.90 Dir. Conn.(%)= 29.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.35 2.75 Dep. Storage (mm)= 2.00 9.18 Average Slope (%)= 2.60 2.00 Length (m)= 165.40 40.00 Mannings n = 0.013 0.250 Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.013 0.250 155.69 77.91 5.00 15.00 3.28 (ii) 11.08 (ii) 5.00 15.00 0.27 0.09 0.52 12.08 125.20 127.20 0.98 0.66 12.17 51.95 127.20 0.41 * WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 60.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.090 (iii) 12.08 66.31 127.20 0.52 RESERVOIR( 34401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0717 0.1120 0.0040 0.0110 0.1136 0.1263 0.0067 0.0223 0.1427 0.1409 0.0086 0.0341 0.1664 0.1559 0.0101 0.0461 0.4811 0.1744 0.0115 0.0586 1.4850 0.1952 0.0127 0.0714 2.4403 0.2118 0.0137 0.0846 3.6704 0.2290 0.0255 0.0981 5.1585 0.2468 AREA QPEAK TPEAK R.V. (ha) (cros) (hrs) (mm) INFLOW : ID= 2 ( 34104) 6.216 1.090 12.08 66.31 OUTFLOW: ID= 1 ( 34401) 6.216 0.440 12.42 66.19 PEAK FLOW REDUCTION [QOUt/Qin](%)= 40.32 TIME SHIFT OF PEAK FLOW (min)= 20.00 MAXIMUM STORAGE USED (ha.m.)= 0.1726 1 ROUTE CHN( 34503)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- 0.52 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.20 12.17 29.24 127.20 0.23 ***** WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 40.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.688 (iii) 12.08 57.36 127.20 0.45 1 CALIB 1 STANDHYD ( 34.103) Area (ha)= 3.45 !ID= 1 DT= 5.0 min Total Imp(%)= 38.80 Dir. Conn.(%)= 28.40 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.34 2.11 Dep. Storage (mm)= 2.00 6.77 Average Slope (%)= 4.50 2.00 Length (m)= 151.61 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 82.61 5.00 10.00 1.75 (ii) 9.37 (ii) 5.00 10.00 0.32 0.12 PEAK FLOW (cms)= 0.42 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.34 12.08 48.12 127.20 0.38 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 54.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.763 (iii) 12.08 70.01 127.20 0.55 1 CALIB ND 1STANDHYD ( 34104) Area (ha)= 6.22 1D= 1 DT= 5.0 min Total Imp(%)= 21.40 Dir. Conn.(%)= 19.60 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.33 4.89 Dep. Storage (mm)= 2.00 5.03 Average Slope (%)= 1.00 2.00 Length (m)= 203.57 40.00 (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .217E+01 0.0 0.39 20.82 0.07 0.07 .868E+01 0.0 0.62 13.11 0.10 0.10 .195E+02 0.0 0.81 10.01 0.13 0.13 .347E+02 0.1 0.99 8.26 0.17 0.17 .543E+02 0.1 1.15 7.12 0.20 0.20 .782E+02 0.2 1.29 6.30 0.23 0.23 .106E+03 0.3 1.43 5.69 0.27 0.27 .139E+03 0.4 1.57 5.20 0.30 0.30 .176E+03 0.6 1.69 4.81 0.33 0.33 .217E+03 0.8 1.82 4.49 0.37 0.37 .270E+03 1.1 2.05 3.98 0.41 0.41 .330E+03 1.5 2.22 3.67 0.44 0.44 .399E+03 1.9 2.35 3.47 0.48 0.48 .475E+03 2.4 2.45 3.32 0.52 0.52 .560E+03 2.9 2.53 3.22 0.56 0.56 .653E+03 3.5 2.60 3.14 0.59 0.59 .754E+03 4.1 2.65 3.07 0.63 0,63 .862E+03 4.8 2.70 3.02 0.67 0,67 .979E+03 5.5 2.74 2.98 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34401) 6.22 0.44 12.42 66.19 0.27 1.56 OUTFLOW: ID= 1 ( 34503) 6.22 0.42 12.50 66.19 0.26 1.54 ADD HYD2 ( 34903)1 + = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34103): 3.45 0.763 12.08 70.01 + ID2= 2 ( 34503): 6.22 0.422 12.50 66.19 ID = 3 ( 34903): 9.66 0.799 12.08 67.55 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 34502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 Main Channel 3.33 0.00 0.0350 Main Channel 4.67 0.33 0.0350 /0.1000 Main Channel 6.67 0.67 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 0.03 .701E+00 0.0 0.39 6.72 0.07 0.07 .280E+01 0.0 0.62 4.23 0.10 0.10 .631E+01 0.0 0.81 3.23 0.13 0.13 .112E+02 0.1 0.99 2.67 0.17 0.17 .175E+02 0.1 1.15 2.30 0.20 0.20 .252E+02 0.2 1.29 2.04 0.23 0.23 .343E+02 0.3 1.43 1.84 0.27 0.27 .449E+02 0.4 1.57 1.68 0.30 0.30 .568E+02 0.6 1.69 1.55 0.33 0.33 .701E+02 0.8 1.82 1.45 0.37 0.37 .870E+02 1.1 2.05 1.28 0.41 0.41 .107E+03 1.5 2.22 1.18 0.44 0.44 .129E+03 1.9 2.35 1.12 0.48 0.48 .153E+03 2.4 2.45 1.07 0.52 0.52 .181E+03 2.9 2.53 1.04 0.56 0.56 .211E+03 3.5 2.60 1.01 0.59 0.59 .243E+03 4.1 2.65 0.99 0.63 0.63 .278E+03 4.8 2.70 0.98 0.67 0.67 .316E+03 5.5 2.74 0.96 INFLOW : ID= 2 ( 34903) OUTFLOW: ID= 1 ( 34502) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 9.66 0.80 12.08 67.55 0.33 1.81 9.66 0.77 12.08 67.55 0.33 1.79 ADD HYD ( 34902)1 1 + 2 = 3 1 ID1= 1 ( 33901): + ID2= 2 ( 34102): AREA (ha) 60.49 4.10 QPEAK (cms) 6.844 0.688 TPEAK R.V. (hrs) (mm) 12.17 56.47 12.08 57.36 ID = 3 ( 34902): 64.59 7.153 12.17 56.52 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 34902)1 3 + 2 = 1 ID1= 3 ( 34902): + ID2= 2 ( 34502): AREA (ha) 64.59 9.66 QPEAK (cms) 7.153 0.770 TPEAK R.V. (hrs) (mm) 12.17 56.52 12.08 67.55 ID = 1 ( 34902): 74.26 7.761 12.17 57.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 34902)1 1 + 2 = 3 I AREA QPEAK TPEAK cms rs ID1= 1 ( 34902): 74.26 7.761) 12.17) + ID2= 2 ( 34504): 559.93 47.089 12.67 R.V. (mm) 57.96 75.94 ID = 3 ( 34902): 634.19 50.526 12.67 73.84 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 34501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning RUNOFF VOLUME (mm)= 46.339 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.364 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 34901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 34101): 1.76 0.152 12.25 46.34 + ID2= 2 ( 34501): 634.19 50.519 12.67 73.84 ID = 3 ( 34901): 635.95 50.606 12.67 73.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 32117) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 28.18 8.04 0.26 Unit Hyd Qpeak (cms)= 2.760 PEAK FLOW (cms)= 3.935 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 84.055 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.661 Curve Number (cN)= 84.0 # of Linear Res.(N)= 2.00 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 32512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 DATA Distance 0.00 3.14 7.03 11.70 14.82 18.71 22.44 31.39 33.49 34.22 35.24 36.25 37.23 40.23 43.96 47.53 51.56 59.63 64.67 70.62 FOR SECTION Elevation 220.54 220.43 219.45 217.59 215.78 214.37 213.14 210.84 210.11 209.92 209.62 209.68 210.11 211.60 211.76 211.86 213.29 217.34 219.29 220.55 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Main Main Main Main channel Channel Channel channel Channel 7.79 181.80 0.1000 12.28 181.49 0.1000 14.47 181.55 0.1000 24.26 180.33 0.1000 31.25 179.95 0.1000 33.43 179.67 0.1000 34.74 179.63 0.1000 35.62 179.68 0.1000 39.27 179.53 0.1000 43.81 178.02 0.1000 /0.0350 45.42 177.52 0.0350 48.34 178.02 0.0350 /0.1000 52.69 179.15 0.1000 54.10 179.18 0.1000 54.39 179.14 0.1000 56.56 179.05 0.1000 59.45 179.19 0.1000 75.63 178.80 0.1000 86.89 178.12 0.1000 94.11 178.35 0.1000 Main channel Main channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.04 177.56 .800E+00 0.0 0.46 3.72 0.08 177.60 .320E+01 0.0 0.72 2.34 0.13 177.65 .720E+01 0.1 0.95 1.79 0.17 177.69 .128E+02 0.1 1.15 1.48 0.21 177.73 .200E+02 0.3 1.33 1.27 0.25 177.77 .288E+02 0.4 1.51 1.13 0.29 177.81 .392E+02 0.6 1.67 1.02 0.33 177.85 .512E+02 0.9 1.82 0.93 0.38 177.90 .648E+02 1.3 1.97 0.86 0.42 177.94 .800E+02 1.7 2.12 0.80 0.46 177.98 .968E+02 2.1 2.26 0.75 0.50 178.02 .115E+03 2.7 2.39 0.71 0.55 178.07 .138E+03 3.6 2.67 0.64 0.59 178.11 .162E+03 4.6 2.91 0.58 0.64 178.16 .192E+03 5.7 3.05 0.56 0.69 178.21 .234E+03 7.0 3.05 0.56 0.74 178.26 .288E+03 8.4 2.98 0.57 0.78 178.30 .355E+03 10.1 2.88 0.59 0.83 178.35 .435E+03 11.9 2.78 0.61 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 34902) 634.19 50.53 12.67 73.84 0.82 2.80 OUTFLOW: ID= 1 ( 34501) 634.19 50.52 12.67 73.84 0.82 2.80 1 CALIB NASITYD ( 34101) Area (ha)= ID= 1 DT= 5.0 min Ia (mm)- U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 0.216 PEAK FLOW (cros)= 0.152 (i) TIME TO PEAK (hrs)= 12.250 1.76 curve Number (cN)= 58.0 8.82 # of Linear Res.(N)= 3.00 0.31 DEPTH ELEV 0.m) (m) 49 210.11 1.04 210.66 1.59 211.20 2.14 211.75 2.68 212.30 3.23 212.85 3.78 213.40 4.33 213.95 4.88 214.50 5.43 215.05 5.98 215.60 6.53 216.15 7.08 216.69 7.63 217.24 8.17 217.79 8.72 218.34 9.27 218.89 9.82 219.44 10.37 219.99 INFLOW : ID= 2 OUTFLOW: ID= 1 VOLUME (cu.m.) .145E+03 .518E+03 .110E+04 .195E+04 .348E+04 .531E+04 .741E+04 .973E+04 .122E+05 .150E+05 .179E+05 .210E+05 .242E+05 .276E+05 .311E+05 .349E+05 .388E+05 .430E+05 .475E+05 FLOW RATE (cms) 3.1 19.1 46.9 86.4 147.7 231.7 338.3 468.2 620.2 795.1 992.5 1216.1 1463.9 1734.6 2022.7 2331.1 2665.5 3019.8 3371.1 VELOCITY TRAV. TIME (m/s) (min) 2.89 0.77 4.92 0.45 5.72 0.39 5.94 0.38 5.68 0.39 5.84 0.38 6.11 0.37 6.44 0.35 6.78 0.33 7.11 0.31 7.44 0.30 7.77 0.29 8.10 0.28 8.42 0.27 8.70 0.26 8.95 0.25 9.19 0.24 9.40 0.24 9.51 0.23 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ( 32117) 28.18 3.93 12.25 84.05 0.52 2.95 ( 32512) 28.18 3.93 12.25 84.05 0.52 2.95 CALIB STANDHYD ( 32116) Area (ha)= 0.72 IID= 1 DT= 5.0 min 1 Total Imp(%)= 21.00 Dir. Conn.(%)= 17.00 Surface Area Dep. Storage Average slope Length Mannings n (ha)= (mm)= (%) = (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.15 2.00 1.00 69.12 0.013 155.69 5.00 1.71 5.00 0.32 0.05 12.08 125.20 127.20 0.98 PERVIOUS 0.57 6.19 2.00 40.00 0.250 (i) 135.30 10.00 (ii) 7.97 (ii) 10.00 0.13 0.17 12.08 87.93 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.220 (iii) 12.08 94.26 127.20 0.74 TRAVEL TIME TABLE ADD HYD ( 32910)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 32116): 0.72 0.220 12.08 94.26 + ID2= 2 ( 32512): 28.18 3.935 12.25 84.05 ID = 3 ( 32910): 28.90 4.093 12.17 84.31 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 32511)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 220.54 0.1000 3.14 220.43 0.1000 7.03 219.45 0.1000 11.70 217.59 0.1000 14.82 215.78 0.1000 18.71 214.37 0.1000 22.44 213.14 0.1000 31.39 210.84 0.1000 33.49 210.11 0.1000 /0.0350 Main channel 34.22 209.92 0.0350 Main channel 35.24 209.62 0.0350 Main Channel 36.25 209.68 0.0350 Main Channel 37.23 210.11 0.0350 /0.1000 Main channel 40.23 211.60 0.1000 43.96 211.76 0.1000 47.53 211.86 0.1000 51.56 213.29 0.1000 59.63 217.34 0.1000 64.67 219.29 0.1000 70.62 220.55 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.49 210.11 .148E+03 2.2 1.99 1.14 1.04 210.66 .527E+03 13.1 3.40 0.67 1.59 211.20 .112E+04 32.4 3.95 0.57 2.14 211.75 .198E+04 59.6 4.10 0.55 2.68 212.30 .354E+04 101.9 3.92 0.58 3.23 212.85 .540E+04 159.9 4.03 0.56 3.78 213.40 .753E+04 233.4 4.22 0.54 4.33 213.95 .989E+04 323.0 4.44 0.51 4.88 214.50 .124E+05 427.9 4.68 0.48 5.43 215.05 .152E+05 548.5 4.91 0.46 5.98 215.60 .182E+05 684.7 5.13 0.44 6.53 216.15 .213E+05 838.9 5.36 0.42 7.08 216.69 .246E+05 1009.9 5.59 0.41 7.63 217.24 .280E+05 1196.7 5.81 0.39 8.17 217.79 .316E+05 1395.4 6.00 0.38 8.72 218.34 .355E+05 1608.2 6.17 0.37 9.27 218.89 .395E+05 1838.9 6.34 0.36 9.82 219.44 .437E+05 2083.3 6.49 0.35 10.37 219.99 .482E+05 2325.7 6.56 0.35 14.82 215.78 0.1000 18.71 214.37 0.1000 22.44 213.14 0.1000 31.39 210.84 0.1000 33.49 210.11 0.1000 /0.0350 Main Channel 34.22 209.92 0.0350 Main Channel 35.24 209.62 0.0350 Main Channel 36.25 209.68 0.0350 Main channel 37.23 210.11 0.0350 /0.1000 Main channel 40.23 211.60 0.1000 43.96 211.76 0.1000 47.53 211.86 0.1000 51.56 213.29 0.1000 59.63 217.34 0.1000 64.67 219.29 0.1000 70.62 220.55 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.49 210.11 .287E+03 3.4 3.18 1.39 1.04 210.66 .102E+04 21.0 5.42 0.81 1.59 211.20 .217E+04 51.6 6.30 0.70 2.14 211.75 .385E+04 95.1 6.54 0.67 2.68 212.30 .688E+04 162.6 6.25 0.71 3.23 212.85 .105E+05 255.1 6.43 0.69 3.78 213.40 .147E+05 372.4 6.73 0.66 4.33 213.95 .192E+05 515.4 7.09 0.62 4.88 214.50 .242E+05 682.8 7.46 0.59 5.43 215.05 .296E+05 875.3 7.83 0.56 5.98 215.60 .353E+05 1092.7 8.19 0.54 6.53 216.15 .414E+05 1338.8 8.55 0.52 7.08 216.69 .478E+05 1611.7 8.92 0.49 7.63 217.24 .545E+05 1909.8 9.27 0.48 8.17 217.79 .616E+05 2226.9 9.58 0.46 8.72 218.34 .690E+05 2566.5 9.85 0.45 9.27 218.89 .768E+05 2934.7 10.12 0.44 9.82 219.44 .850E+05 3324.7 10.35 0.43 10.37 219.99 .938E+05 3711.5 10.47 0.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 32909) 31.62 4.64 12.17 85.56 0.53 3.27 OUTFLOW: ID= 1 ( 32510) 31.62 4.62 12.17 85.56 0.53 3.27 CALIB 1 NASHYD ( 32111)1 Area (ha)= 15.33 Curve Number (CN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 7.58 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.23 Unit Hyd Qpeak (cms)- 2.524 PEAK FLOW (cms)= 2.891 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 78.056 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.614 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 32910) 28.90 4.09 12.17 84.31 0.59 2.15 OUTFLOW: ID= 1 ( 32511) 28.90 4.08 12.25 84.31 0.58 2.14 I CALIB 1 STANDHYD ( 32115) Area (ha)= 2.72 ID= 1 DT= 5.0 min Total Imp(%)= 31.20 Dir. Conn.(%)= 26.20 IMPERVIOUS PERVIOUS Surface Area (ha)= 0.85 1.87 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 2.00 2.00 Length (m)= 134.56 40.00 Mannings n = 0.013 0.250 Max.Eff.inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (1) 155.69 139.45 5.00 10.00 2.08 (ii) 8.26 (ii) 5.00 10.00 0.31 0.13 PEAK FLOW (cms)= 0.31 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.56 12.08 89.57 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.871 (iii) 12.08 98.90 127.20 0.78 I ADD HYD ( 32909) I 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 32115): 2.72 0.871) 12.08) 98.90) + ID2= 2 ( 32511): 28.90 4.079 12.25 84.31 ID = 3 ( 32909): 31.62 4.644 12.17 85.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 32510)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 220.54 0.1000 3.14 220.43 0.1000 7.03 219.45 0.1000 11.70 217.59 0.1000 I CALIB NASHYD ( 32110) Area (ha)= 75.87 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min Ia (mm)= 9.05 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.87 Unit Hyd Qpeak (cms)= 3.320 PEAK FLOW (cms)= 5.123 (i) TIME TO PEAK (hrs)= 12.917 RUNOFF VOLUME (mm)= 73.551 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.578 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 32113) Area (ha)= 68.84 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min Ia (mm)= 7.52 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.71 Unit Hyd Qpeak (cms)= 3.677 PEAK FLOW (cms)- 6.313 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 85.226 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.670 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 32509)1 I IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (mis) (min) 0.10 0.10 .140E+03 0.3 1.17 8.62 0.20 0.20 .315E+03 0.9 1.75 5.77 0.30 0.30 .528E+03 1.9 2.19 4.61 0.40 0.40 .777E+03 3.3 2.57 3.94 0.50 0.50 .106E+04 5.1 2.90 3.49 0.60 0.60 .138E+04 7.3 3.20 3.16 0.70 0.70 .174E+04 10.0 3.48 2.90 0.80 0.80 .214E+04 13.2 3.75 2.70 0.90 0.90 .257E+04 16.9 4.00 2.53 1.00 1.00 .303E+04 21.2 4.24 2.38 1.11 1.11 .362E+04 27.9 4.68 2.16 1.22 1.22 .429E+04 35.4 5.00 2.02 1.33 1.33 .506E+04 43.7 5.24 1.93 1.44 1.44 .591E+04 52.8 5.42 1.86 1.56 1.56 .685E+04 62.9 5.56 1.82 1.67 1.67 .789E+04 73.8 5.68 1.78 1.78 1.78 .901E+04 85.6 5.76 1.75 1.89 1.89 .102E+05 98.4 5.84 1.73 2.00 2.00 .115E+05 112.1 5.90 1.71 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 32113) 68.84 6.31 12.67 85.23 0.56 3.06 ID= 1 ( 32509) 68.84 6.31 12.75 85.23 0.55 3.05 CALIB NASHYD ( 32112) ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 38.01 curve Number (CN)= 82.0 6.93 # of Linear Res.(N)= 3.00 0.49 Unit Hyd Qpeak (cms)= 2.945 PEAK FLOW (cms)= 4.379 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 82.170 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.646 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 32908)1 1 + 2 = 3 ID1= 1 ( 32112): + ID2= 2 ( 32509): AREA (ha) 38.01 68.84 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.379 12.42 82.17 6.310 12.75 85.23 ID = 3 ( 32908): 106.84 10.300 12.58 84.14 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IROUTE CHN( 32508)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .139E+03 0.2 0.99 10.17 0.20 0.20 .314E+03 0.8 1.48 6.82 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.10 0.10 .957E+02 0.2 0.20 0.20 .216E+03 0.8 0.30 0.30 .362E+03 1.7 0.40 0.40 .532E+03 2.9 0.50 0.50 .728E+03 4.5 0.60 0.60 .948E+03 6.5 0.70 0.70 .119E+04 9.0 0.80 0.80 .146E+04 11.8 0.90 0.90 .176E+04 15.2 1.00 1.00 .208E+04 19.0 1.11 1.11 .248E+04 25.0 1.22 1.22 .294E+04 31.7 1.33 1.33 .347E+04 39.2 1.44 1.44 .405E+04 47.4 1.56 1.56 .470E+04 56.4 1.67 1.67 .541E+04 66.2 1.78 1.78 .618E+04 76.8 1.89 1.89 .701E+04 88.2 2.00 2.00 .790E+04 100.5 INFLOW : ID= OUTFLOW: ID= VELOCITY TRAV.TIME (m/s) (min) 1.05 6.59 1.57 4.41 1.97 3.52 2.30 3.01 2.60 2.67 2.87 2.42 3.12 2.22 3.36 2.06 3.59 1.93 3.81 1.82 4.19 1.65 4.48 1.55 4.70 1.47 4.86 1.43 4.99 1.39 5.09 1.36 5.17 1.34 5.24 1.32 5.29 1.31 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 32907) 198.05 16.09 12.67 79.61 0.92 3.64 1 ( 32507) 198.05 16.09 12.67 79.61 0.92 3.63 NASHYD ( 32107)1 1ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.823 47.83 Curve Number (CN)= 82.0 8.68 # of Linear Res.(N)= 3.00 0.65 PEAK FLOW (cms)= 4.457 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 80.600 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.634 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 32108)1 ID= 1 DT= 5.0 min I Area (ha)= 9.72 Ia (mm)= 9.04 U.H. Tp(hrs)= 0.36 Unit Hyd Qpeak (cms)= 1.025 PEAK FLOW (cms)= 1.222 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 71.943 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.566 Curve Number (CN)= 77.0 # of Linear Res.(N)= 3.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.30 0.30 .526E+03 1.6 1.85 5.44 0.40 0.40 .774E+03 2.8 2.17 4.65 0.50 0.50 .106E+04 4.3 2.45 4.12 0.60 0.60 .138E+04 6.2 2.70 3.73 0.70 0.70 .173E+04 8.4 2.94 3.43 0.80 0.80 .213E+04 11.1 3.16 3.19 0.90 0.90 .256E+04 14.3 3.38 2.98 1.00 1.00 .302E+04 17.9 3.58 2.81 1.11 1.11 .360E+04 23.5 3.95 2.55 1.22 1.22 .428E+04 29.9 4.22 2.39 1.33 1.33 .504E+04 36.9 4.42 2.28 1.44 1.44 .589E+04 44.6 4.58 2.20 1.56 1.56 .683E+04 53.1 4.70 2.15 1.67 1.67 .786E+04 62.3 4.79 2.10 1.78 1.78 .898E+04 72.3 4.87 2.07 1.89 1.89 .102E+05 83.0 4.93 2.04 2.00 2.00 .115E+05 94.6 4.98 2.02 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 32908) 106.84 10.30 12.58 84.14 0.77 3.09 ID= 1 ( 32508) 106.84 10.28 12.67 84.14 0.77 3.08 1 ADD HYD ( 32907)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 32110): 75.87 5.123 12.92 73.55 + ID2= 2 ( 32111): 15.33 2.891 12.17 78.06 ID = 3 ( 32907): 91.20 5.808 12.67 74.31 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 32907) = 1 1 1 ID1= 3 ( 32907): + 102= 2 ( 32508): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 91.20 5.808 12.67 74.31 106.84 10.283 12.67 84.14 ID = 1 ( 32907): 198.05 16.091 12.67 79.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 32507)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel IADD HYD ( 32906)1 1 + 2 = 3 ID1- 1 ( 32107): + ID2= 2 ( 32108): AREA (ha) 47.83 9.72 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.457 12.67 80.60 1.222 12.33 71.94 ID = 3 ( 32906): 57.54 5.412 12.50 79.14 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 32906) 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 32906): 57.54 5.412 12.50 79.14 + ID2= 2 ( 32507): 198.05 16.094 12.67 79.61 -------------------------------------------- ID = 1 ( 32906): 255.59 21.386 12.67 79.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 32506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 0.00 219.46 3.32 218.69 11.81 213.17 16.05 210.90 20.30 210.20 24.99 209.31 32.85 206.40 43.64 204.65 52.18 204.57 53.92 204.48 56.34 204.33 57.97 204.38 58.92 204.51 63.04 204.76 70.25 206.15 78.14 208.70 88.70 214.79 93.21 218.03 96.80 219.56 97.53 219.66 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel Main Channel + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 204.48 .181E+03 0.4 0.98 7.29 0.94 205.27 .676E+04 32.9 2.10 3.42 1.73 206.06 .170E+05 114.0 2.88 2.49 2.52 206.85 .300E+05 247.0 3.54 2.02 3.31 207.63 .446E+05 428.9 4.14 1.73 4.10 208.42 .608E+05 656.9 4.65 1.54 4.88 209.21 .784E+05 934.7 5.13 1.40 5.67 210.00 .975E+05 1246.2 5.50 1.30 6.46 210.79 .119E+06 1602.4 5.82 1.23 7.25 211.58 .141E+06 2041.1 6.22 1.15 8.04 212.37 .165E+06 2534.1 6.61 1.08 8.83 213.15 .190E+06 3076.3 6.98 1.03 9.62 213.94 .215E+06 3671.8 7.34 0.98 10.40 214.73 .242E+06 4316.0 7.69 0.93 11.19 215.52 .269E+06 5013.7 8.03 0.89 11.98 216.31 .297E+06 5759.7 8.35 0.86 12.77 217.10 .326E+06 6553.5 8.66 0.83 13.56 217.89 .355E+06 7395.2 8.96 0.80 14.35 218.68 .386E+06 8265.9 9.22 0.78 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 32906) 255.59 21.39 12.67 79.50 0.66 1.50 ID= 1 ( 32506) 255.59 21.45 12.67 79.50 0.66 1.50 CALIB NASHYD ( 32106)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 28.57 Curve Number (CN)= 85.0 6.90 # of Linear Res.(N)= 2.00 0.37 Unit Hyd Qpeak (cms)= 2.010 PEAK FLOW (cms)= 3.235 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 87.272 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.686 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 32905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 32106): 28.57 3.235) 12.33cms rs) 87.27) + ID2= 2 ( 32506): 255.59 21.455 12.67 79.50 ID = 3 ( 32905): 284.16 24.206 12.67 80.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY, ROUTE CHN( 32505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 219.46 3.32 218.69 11.81 213.17 16.05 210.90 20.30 210.20 24.99 209.31 32.85 206.40 43.64 204.65 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 I STANDHYD (. 32114)1 Area (ha)= 1.21 IID= 1 DT= 5.0 min 1 Total Imp(%)= 21.50 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.26 2.00 1.00 89.83 0.013 155.69 5.00 2.01 5.00 0.31 0.08 12.08 125.20 127.20 0.98 Dir. Conn.(%)= PERVIOUS (i) 0.95 7.45 2.00 40.00 0.250 107.57 10.00 (ii) 8.86 (ii) 10.00 0.12 0.21 12.08 66.90 127.20 0.53 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 71.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 15.20 *TOTALS* 0.288 (iii) 12.08 75.75 127.20 0.60 ADD HYD ( 32904)1 1 + 2 = 3 ID1= 1 ( 32105): + 1D2= 2 ( 32114): AREA (ha) 14.82 1.21 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.235 12.50 66.40 0.288 12.08 75.75 ID = 3 ( 32904): 16.03 1.299 12.50 67.11 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 32904)1 3 + 2 = 1 1D1= 3 ( 32904): + ID2= 2 ( 32505): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 16.03 1.299 12.50 67.11 284.16 24.283 12.67 80.29 ID = 1 ( 32904): 300.18 25.526 12.67 79.58 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD 2 HYD ( 32904)= 3 1 0.15 204.48 0.94 205.27 1.73 206.06 2.52 206.85 3.31 207.63 4.10 208.42 4.88 209.21 5.67 210.00 6.46 210.79 7.25 211.58 8.04 212.37 8.83 213.15 9.62 213.94 10.40 214.73 11.19 215.52 11.98 216.31 12.77 217.10 13.56 217.89 14.35 218.68 INFLOW : ID= 2 ( OUTFLOW: ID= 1 ( 52.18 204.57 0.1000 53.92 204.48 0.1000 /0.0350 56.34 204.33 0.0350 57.97 204.38 0.0350 58.92 204.51 0.0350 /0.1000 63.04 204.76 0.1000 70.25 206.15 0.1000 78.14 208.70 0.1000 88.70 214.79 0.1000 93.21 218.03 0.1000 96.80 219.56 0.1000 97.53 219.66 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (cu.m.) (cms) (m/s) (min) .122E+03 0.5 1.26 3.83 .456E+04 42.3 2.69 1.80 .115E+05 146.5 3.70 1,31 .202E+05 317.3 4.55 1,06 .301E+05 551.0 5.31 0.91 .410E+05 843.8 5.98 0.81 .529E+05 1200.7 6.59 0.73 .658E+05 1600.9 7.07 0.68 .800E+05 2058.4 7.47 0.65 .953E+05 2621.9 7.99 0.61 .111E+06 3255.3 8.49 0.57 .128E+06 3951.7 8.97 0.54 .145E+06 4716.7 9.44 0.51 .163E+06 5544.3 9.88 0.49 .181E+06 6440.5 10.31 0.47 .200E+06 7398.8 10.72 0.45 .220E+06 8418.5 11.12 0.43 .240E+06 9499.8 11.50 0.42 .260E+06 10618.3 11.84 0.41 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 32905) 284.16 24.21 12.67 80.29 0.60 1.81 32505) 284.16 24.28 12.67 80.29 0.60 1.81 1 CALIB 1 NASHYD ( 32105) 11D= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 14.82 Curve Number (CN)= 72.0 6.47 # of Linear Res.(N)= 3.00 0.56 Unit Hyd Qpeak (cms)= 1.020 PEAK FLOW (cms)= 1.235 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 66.399 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.522 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 ID = 3 ( 32904): 331.80 28.552 12.58 80.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 32504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 6.97 192.13 0.0000 8.72 192.04 0.0500 24.90 191.06 0.0500 31.29 191.42 0.0500 33.31 190.03 0.0500 33.62 189.81 0.0500 34.11 189.60 0.0500 34.11 189.60 0.0500 /0.0350 35.63 189.17 0.0350 36.15 189.13 0.0350 36.43 189.10 0.0350 36.85 189.11 0.0350 37.17 189.23 0.0350 37.48 189.25 0.0350 37.91 189.60 0.0350 /0.0400 38.11 189.78 0.0400 40.56 191.46 0.0400 41.52 191.74 0.0400 41.76 191.81 0.0400 65.35 192.23 0.0400 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m). (m) (cu.m.) (cms) (m/s) 0.12 189.22 .707E+02 0.1 0.89 0.25 189.35 .210E+03 0.6 1.38 0.37 189.47 .387E+03 1.4 1.80 0.50 189.60 .601E+03 2.6 2.14 0.67 189.77 .938E+03 5.3 2.77 0.84 189.94 .132E+04 8.8 3.26 1.01 190.11 .174E+04 13.1 3.68 1.17 190.27 .221E+04 18.3 4.05 1.34 190.44 .271E+04 24.3 4.38 1.51 190.61 .326E+04 31.1 4.67 1.68 190.78 .384E+04 38.9 4.95 1.85 190.95 .447E+04 47.5 5.20 2.02 191.12 .516E+04 55.8 5.29 2.18 191.28 .626E+04 65.9 5.15 2.35 191.45 .787E+04 79.5 4.94 2.52 191.62 .983E+04 96.8 4.81 2.69 191.79 .121E+05 117.3 4.75 2.86 191.96 .149E+05 136.4 4.48 3.03 192.13 .187E+05 -Inf -Inf INFLOW : OUTFLOW: <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID= 2 ( 32904) 331.80 28.55 12.58 80.15 ID= 1 ( 32504) 331.80 28.51 12.67 80.15 TRAV.TIME (min) 9.19 5.91 4.54 3.81 2.94 2.50 2.21 2.01 1.86 1.74 1.65 1,57 1.54 1.58 1.65 1.69 1.72 1.82 0.00 <-pipe / channel-> MAX DEPTH MAX VEL 1.45 (4.56 1.45 4.55 ID1= 1 ( 32904): + ID2= 2 ( 32510): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 300.18 25.526 12.67 79.58 31.62 4.618 12.17 85.56 CALIB 1 NASHYD ( 32104)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.624 PEAK FLOW (cms)= 0.715 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 66.038 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.519 7.63 Curve Number (CN)= 71.0 5.06 # of Linear Res.(N)= 3.00 0.47 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 32503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .978E+02 0.3 1.10 0.20 0.20 .221E+03 0.9 1.64 0.30 0.30 .370E+03 1.8 2.06 0.40 0.40 .544E+03 3.1 2.40 0.50 0.50 .744E+03 4.8 2.72 0.60 0.60 .969E+03 6.8 3.00 0.70 0.70 .122E+04 9.4 3.26 0.80 0.80 .150E+04 12.4 3.51 0.90 0.90 .180E+04 15.9 3.75 1.00 1.00 .213E+04 19.9 3.98 1.11 1.11 .253E+04 26.1 4.38 1.22 1.22 .301E+04 33.1 4.68 1.33 1.33 .354E+04 40.9 4.91 1.44 1.44 .414E+04 49.5 5.08 1.56 1.56 .480E+04 58.9 5.21 1.67 1.67 .553E+04 69.1 5.32 1.78 1.78 .631E+04 80.2 5.40 1.89 1.89 .716E+04 92.2 5.47 2.00 2.00 .808E+04 105.0 5.53 INFLOW : ID= 2 ( 32104) OUTFLOW: ID= 1 ( 32503) TRAV.TIME (min) 6.44 4.32 3.45 2.95 2.61 2.36 2.17 2.02 1.89 1.78 1.62 1.51 1.44 1.39 1.36 1.33 1.31 1.30 1.28 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.63 0.72 12.42 66.04 0.18 1.47 7.63 0.71 12.50 66.04 0.18 1.47 1 CALIB 1 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 179.64 .139E+02 0.4 1.52 0.56 0.30 179.79 .363E+02 1.7 2.45 0.35 0.45 179.94 .633E+02 3.9 3.14 0.27 0.63 180.12 .101E+03 8.0 4.05 0.21 0.80 180.29 .146E+03 13.3 4.69 0.18 0.98 180.47 .199E+03 20.0 5.17 0.17 1.15 180.64 .260E+03 28.0 5.55 0.15 1.33 180.82 .329E+03 37.2 5.81 0.15 1.50 180.99 .420E+03 47.1 5.77 0.15 1.68 181.17 .571E+03 60.7 5.47 0.16 1.85 181.34 .749E+03 77.0 5.29 0.16 2.03 181.52 .952E+03 96.4 5.21 0.16 2.20 181.69 .118E+04 118.9 5.20 0.16 2.38 181.87 .142E+04 144.5 5.23 0.16 2.55 182.04 .169E+04 173.1 5.28 0.16 2.73 182.22 .198E+04 204.4 5.32 0.16 2.90 182.39 .230E+04 239.5 5.36 0.16 3.08 182.57 .265E+04 272.7 5.29 0.16 3.25 182.74 .321E+04 288.3 4.61 0.19 INFLOW : OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 32903) 348.30 29.65 12.58 78.88 1.18 5.59 ID= 1 ( 32502) 348.30 29.65 12.58 78.88 1.18 5.59 CALIB NASHYD ( 32102) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.599 PEAK FLOW (cms)= 0.316 (7) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 44.814 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.352 2.43 curve Number (CN)= 55.0 5.34 # of Linear Res.(N)= 3.00 0.16 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 32902)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 32102): 2.43 0.316 12.08 44.81 + ID2= 2 ( 32502): 348.30 29.650 12.58 78.88 1 NASHYD ( 32103)1 Area (ha)= 1ID= 1 DT= 5.0 min 1 Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.662 PEAK FLOW (cms)= 0.481 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 42.456 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.334 8.87 Curve Number (CN)= 53.0 5.90 # of Linear Res.(N)= 3.00 0.51 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 32903)1 1 1 + 2 = 3 101= 1 ( 32103): + ID2= 2 ( 32503): AREA (ha) 8.87 7.63 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.481 12.50 42.46 0.715 12.50 66.04 ID = 3 ( 32903): 16.50 1.196 12.50 53.36 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 32903)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 32903): 16.50 1.196 12.50 53.36 + ID2= 2 ( 32504): 331.80 28.513 12.67 80.15 ID = 1 ( 32903): 348.30 29.652 12.58 78.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 32502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 21.21 183.38 0.0600 26.82 183.27 0.0600 30.98 182.90 0.0600 35.61 182.47 0.0600 40.54 181.55 0.0600 45.41 180.69 0.0600 47.05 179.94 0.0600 /0.0350 47.59 179.68 0.0350 48.44 179.49 0.0350 49.66 179.51 0.0350 50.28 179.62 0.0350 50.87 179.96 0.0350 /0.1000 53.52 180.97 0.1000 58.39 180.95 0.1000 63.16 181.35 0.1000 68.35 182.01 0.1000 74.58 182.50 0.1000 80.26 182.60 0.1000 120.08 182.74 0.1000 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Elevation Manning 183.38 0.0600 Distance 21.21 26.82 30.98 35.61 40.54 45.41 47.05 47.59 48.44 49.66 50.28 50.87 53.52 58.39 63.16 68.35 74.58 80.26 120.08 125.08 DEPTH ELEV 0.15 179.64 0.30 179.79 0.45 179.94 0.64 180.13 0.83 180.32 1.01 180.50 1.20 180.69 1.39 180.88 1.58 181.07 1.76 181.25 1.95 181.44 2.14 181.63 2.33 181.82 2.51 182.00 2.70 182.19 2.89 182.38 3.08 182.57 3.26 182.75 3.45 182.94 INFLOW : ID= 2 OUTFLOW: ID= 1 183.27 182.90 182.47 181.55 180.69 179.94 179.68 179.49 179.51 179.62 179.96 180.97 180.95 181.35 182.01 182.50 182.60 182.74 182.94 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel VOLUME FLOW RATE VELOCITY (cms) (m/s) .649E+02 0.3 0.98 .170E+03 1.1 1.58 .296E+03 2.5 2.03 .487E+03 5.4 2.65 .718E+03 9.2 3.08 .989E+03 14.0 3.40 .130E+04 19.7 3.65 .167E+04 26.4 3.80 .225E+04 34.0 3.63 .307E+04 44.3 3.47 .403E+04 56.7 3.38 .511E+04 71.4 3.36 .631E+04 88.4 3.37 .761E+04 107.8 3.41 .905E+04 129.0 3.43 .106E+05 153.0 3.46 .124E+05 176.2 3.42 .153E+05 188.9 2.97 .194E+05 231.6 2.87 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ( 32902) 350.73 29.72 12.58 78.65 ( 32501) 350.73 29.75 12.67 78.65 TRAV. TIME (min) 4.08 2.54 1.97 1.51 1.30 1.18 1.10 1.05 1.10 1.16 1.19 1.19 1.19 1.18 1.17 1.16 1.17 1.35 1.40 <-pipe / channel-> MAX DEPTH MAX VEL 1.47 (3.73 1.47 3.73 ID = 3 ( 32902): 350.73 29.721 12.58 78.65 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 32501)1 CALIB STANDHYD ( 32101) Area (ha)= 1.82 110= 1 DT= 5.0 min Total Imp(%)= 23.00 Dir. Conn.(%)= 20.60 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 0.42 1.40 Dep. Storage Average Slope Length Mannings n (mm)- (%)= (m)= 2.00 1.00 110.28 0.013 7.95 2.00 40.00 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 2.27 5.00 0.30 0.16 12.08 125.20 127.20 0.98 67.60 15.00 (ii) 10.52 (ii) 15.00 0.09 0.17 12.17 44.48 127.20 0.35 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 55.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.304 (iii) 12.08 61.10 127.20 0.48 ADD HYD ( 32901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 32101): 1.82 0.304 12.08 61.10 + ID2= 2 ( 32501): 350.73 29.750 12.67 78.65 ID = 3 ( 32901): 352.55 29.807 12.67 78.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. CALIB NASHYD ( 28108) ID= 1 DT= 5.0 min 1 Area (ha)= 11.06 Ia (mm)= 10.00 U.H. Tp(hrs)= 0.15 Unit Hyd Qpeak (cms)= 1.876 PEAK FLOW (cms). 2.001 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 72.549 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.570 Curve Number (CN)= 79.0 # of Linear Res.(N)= 2.00 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 DIVERTHYD( 28801)1 IN= 1 # OUT= 5 outflow / Inflow Relationships Flow 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 8.64 214.90 9.15 215.40 9.66 215.91 .618E+05 .689E+05 .773E+05 INFLOW : ID= 2 ( 28801) OUTFLOW: ID= 1 ( 29503) AREA (ha) 5.25 5.25 2378.5 2626.7 2910.0 14.47 14.33 14.17 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.94 12.08 72.55 0.94 12.17 72.55 0.43 0.44 0.44 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.05 5.30 0.05 5.30 CALIB NASHYD ( 29104) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms). 0.848 PEAK FLOW (cms)= 0.431 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)- 36.780 TOTAL RAINFALL (mm). 127.200 RUNOFF COEFFICIENT = 0.289 5.52 Curve Number (CN)= 50.0 9.01 # of Linear Res.(N)= 2.00 0.17 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 29903)1 1 + 2 = 3 ID1= 1 ( 29104): + ID2= 2 ( 29503): AREA (ha) 5.52 5.25 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.431 12.17 36.78 0.937 12.17 72.55 ID = 3 ( 29903): 10.77 1.367 12.17 54.21 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 29502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION (. 1.1) Distance Elevation Manning 0.00 215.91 0.1000 3.54 216.35 0.1000 7.73 216.77 0.1000 9.74 217.06 0.1000 13.10 216.98 0.1000 18.23 216.68 0.1000 28.51 214.82 0.1000 30.05 213.10 0.1000 31.88 210.49 0.1000 33.61 208.54 0.1000 35.52 206.26 0.1000 /0.0350 37.91 206.26 0.0350 /0.1000 40.49 206.97 0.1000 42.32 207.40 0.1000 48.06 209.22 0.1000 54.08 211.73 0.1000 Main Channel Main. Channel 0.31 0.36 0.55 0.54 0.59 0.57 0.77 0.75 0.94 1.05 1.07 1.27 1.24 1.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 AREA (ha) TOTAL HYD.(ID= 1): 11.06 ID= 2 ( 2) 5.25 ID= 3 ( 2) 5.81 ID= 4 ( 2) 0.00 ID= 5 ( 2) 0.00 ID= 6 ( 2) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 QPEAK (cms) 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TPEAK (hrs) 12.08 0.67 1.09 1.16 1.52 1.99 2.34 2.70 R.V. (mm) 72.55 0.94 1.06 0.00 0.00 0.00 12.08 12.08 0.00 0.00 0.00 72.55 72.55 0.00 0.00 0.00 1 ROUTE CHN( 29503)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 215.91 0.1000 3.54 216.35 0.1000 7.73 216.77 0.1000 9.74 217.06 0.1000 13.10 216.98 0.1000 18.23 216.68 0.1000 28.51 214.82 0.1000 30.05 213.10 0.1000 31.88 210.49 0.1000 33.61 208.54 0.1000 35.52 206.26 0.1000 /0.0350 Main Channel 37.91 206.26 0.0350 /0.1000 Main Channel 40.49 206.97 0.1000 42.32 207.40 0.1000 48.06 209.22 0.1000 54.08 211.73 0.1000 59.49 213.83 0.1000 62.83 215.04 0.1000 72.53 216.33 0.1000 93.95 217.86 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.51 206.77 .673E+03 9.5 5.30 1.18 1.02 207.27 .179E+04 32.8 6.88 0.91 1.52 207.78 .337E+04 70.3 7.84 0.80 2.03 208.29 .534E+04 122.3 8.61 0.73 2.54 208.80 .770E+04 189.3 9.25 0.68 3.05 209.31 .104E+05 272.6 9.81 0.64 3.56 209.81 .135E+05 373.7 10.38 0.60 4.07 210.32 .169E+05 491.7 10.91 0.57 4.57 210.83 .207E+05 627.0 11.41 0.55 5.08 211.34 .247E+05 779.9 11.88 0.53 5.59 211.85 .290E+05 950.7 12.32 0.51 6.10 212.36 .337E+05 1139.2 12.73 0.49 6.61 212.86 .386E+05 1347.2 13.12 0.48 7.12 213.37 .439E+05 1574.9 13.49 0.46 7.62 213.88 .495E+05 1823.3 13.85 0.45 8.13 214.39 .555E+05 2091.7 14.18 0.44 59.49 62.83 72.53 93.95 213.83 215.04 216.33 217.86 0.1000 0.1000 0.1000 0.1000 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.51 206.77 .143E+03 5.5 3.09 0.43 1.02 207.27 .381E+03 19.1 4.01 0.33 1.52 207.78 .717E+03 41.0 4.57 0.29 2.03 208.29 .114E+04 71.3 5.02 0.27 2.54 208.80 .164E+04 110.4 5.39 0.25 3.05 209.31 .222E+04 158.9 5.72 0.23 3.56 209.81 .288E+04 217.9 6.05 0.22 4.07 210.32 .360E+04 286.6 6.36 0.21 4.57 210.83 .440E+04 365.5 6.65 0.20 5.08 211.34 .525E+04 454.7 6.92 0.19 5.59 211.85 .617E+04 554.2 7.18 0.19 6.10 212.36 .716E+04 664.1 7.42 0.18 6.61 212.86 .821E+04 785.4 7.65 0.17 7.12 213.37 .934E+04 918.2 7.86 0.17 7.62 213.88 .105E+05 1063.0 8.07 0.17 8.13 214.39 .118E+05 1219.4 8.26 0.16 8.64 214.90 .131E+05 1386.6 8.44 0.16 9.15 215.40 .147E+05 1531.3 8.36 0.16 9.66 215.91 .164E+05 1696.5 8.26 0.16 INFLOW : ID= 2 ( 29903) OUTFLOW: ID= 1 ( 29502) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 10.77 1.37 12.17 54.21 0.13 3.09 10.77 1.38 12.17 54.21 0.13 3.09 1 CALIB 1 NASHYD ( 29102) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.638 PEAK FLOW (cms)- 0.464 (1) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 45.091 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.354 6.91 Curve Number (CN)= 57.0 8.47 # of Linear Res.(N)= 2.00 0.28 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STANDHYD ( 29103) Area (ha)= 0.97 ID= 1 DT= 5.0 min Total Imp(%)= 20.10 Dir. Conn.(%)= 17.12 Surface Area Dep. Storage Average Slope Length (ha)= (mm)= (%)- (m)= IMPERVIOUS 0.19 2.00 1.00 80.29 PERVIOUS (i) 0.77 6.98 2.00 40.00 Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 0.013 0.250 155.69 5.00 1.88 5.00 0.32 0.07 12.08 125.20 127.20 0.98 86.39 10.00 (ii) 9.36 (ii) 10.00 0.12 0.13 12.08 56.21 127.20 0.44 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 64.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.203 (iii) 12.08 68.01 127.20 0.53 1 ADD 2 HYD ( 29902)= 3 1 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 29102): 6.91 0.464) 12.25cms rs) 45.09) + ID2= 2 ( 29103): 0.97 0.203 12.08 68.01 ID = 3 ( 29902): 7.88 0.594 12.08 47.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. 1 ADD HYD ( 29902)1 3 + 2 = 1 ID1= 3 ( 29902): + ID2= 2 ( 29502): AREA (ha) 7.88 10.77 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.594 12.08 47.90 1.382 12.17 54.21 ID = 1 ( 29902): 18.65 1.973 12.17 51.54 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 29501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 215.91 3.54 216.35 7.73 216.77 9.74 217.06 13.10 216.98 18.23 216.68 28.51 214.82 30.05 213.10 31.88 210.49 ( 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 RUNOFF VOLUME (Mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 125.20 127.20 0.98 51.48 127.20 0.40 `**** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 62.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 76.03 127.20 0.60 1 ADD HYD ( 29901)1 1 + 2 = 3 ID1= 1 ( 29101): + ID2= 2 ( 29501): AREA (ha) 4.70 18.65 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.030 12.08 76.03 1.960 12.17 51.54 ID = 3 ( 29901): 23.34 2.702 12.08 56.47 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 28506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.18 181.63 0.1000 4.43 181.58 0.1000 5.55 181.45 0.1000 9.62 180.69 0.1000 /0.0350 9.89 180.63 0.0350 10.75 180.54 0.0350 12.04 180.56 0.0350 12.34 180.62 0.0350 12.62 180.63 0.0350 /0.1000 14.14 180.77 0.1000 15.51 180.82 0.1000 18.68 180.84 0.1000 23.96 180.72 0.1000 33.35 181.05 0.1000 47.22 181.70 0.1000 52.02 181,98 0.1000 67.04 182.54 0.1000 78.33 182.95 0.1000 82.90 183.68 0.1000 86.12 183.66 0.1000 Main Channel Main Channel Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 180.63 .207E+02 0.2 1.36 1.69 0.25 180.79 .132E+03 2.2 2.25 1.02 0.41 180.95 .535E+03 7.7 1.99 1.15 0.57 181.11 .109E+04 17.9 2.27 1.01 0.73 181.27 .174E+04 32.6 2.59 0.89 0.89 181.43 .248E+04 51.7 2.87 0.80 1.05 181.59 .333E+04 75.0 3.11 0.74 1.21 181.75 .431E+04 104.2 3.33 0.69 1.37 181.91 .535E+04 139.6 3.59 0.64 33.61 208.54 0.1000 35.52 206.26 0.1000 /0.0350 Main Channel 37.91 206.26 0.0350 /0.1000 Main Channel 40.49 206.97 0.1000 42.32 207.40 0.1000 48.06 209.22 0.1000 54.08 211.73 0.1000 59.49 213.83 0.1000 62.83 215.04 0.1000 72.53 216.33 0.1000 93.95 217.86 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.51 206.77 .383E+03 3.2 1.77 1.02 207.27 .102E+04 10.9 2.29 1.52 207.78 .192E+04 23.4 2.61 2.03 208,29 .304E+04 40.8 2.87 2.54 208.80 .438E+04 63.1 3.08 3.05 209.31 .595E+04 90.9 3.27 3.56 209.81 .771E+04 124.6 3.46 4.07 210.32 .965E+04 163.9 3.64 4.57 210.83 .118E+05 209.0 3.80 5.08 211.34 .141E+05 260.0 3.96 5.59 211.85 .165E+05 316.9 4.11 6.10 212.36 .192E+05 379.7 4.24 6.61 212.86 .220E+05 449.1 4.37 7.12 213.37 .250E+05 525.0 4.50 7.62 213.88 .282E+05 607.8 4.62 8.13 214.39 .316E+05 697.2 4.73 8.64 214.90 .352E+05 792.8 4.82 9.15 215.40 .392E+05 875.6 4.78 9.66 215.91 .440E+05 970.0 4.72 AREA (ha) INFLOW : ID= 2 ( 29902) 18.65 OUTFLOW: ID= 1 ( 29501) 18.65 TRAV.TIME (min) 2.02 1.56 1.37 1.24 1.16 1.09 1.03 0.98 0.94 0.90 0.87 0.84 0.82 0.79 0.77 0.76 0.74 0.75 0.76 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 1.97 12.17 51.54 0.32 1.77 1.96 12.17 51.54 0.32 1.77 1 CALIB 1 STANDHYD ( 29101) Area (ha)= 4.70 11D= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Total Imp(%)= 33.30 Dir. Conn.(9!= 33.30 (ha)= (mm) - (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW TIME TO PEAK (cms)= (hrs)= 12.08 IMPERVIOUS 1.56 2.00 1.00 176.93 0.013 155.69 5.00 3.01 5.00 0.28 PERVIOUS (i) 3.13 8.30 2.00 40.00 0.250 76.55 15.00 (ii) 10.87 (ii) 15.00 0.09 0.67 0.42 12.17 *TOTALS* 1.030 (iii) 12.08 1.53 182.07 .647E+04 178.9 3.81 0.60 1.69 182.23 .767E+04 222.8 4.00 0.57 1.85 182.39 .897E+04 272.6 4.19 0.55 2.01 182.55 .104E+05 328.4 4.37 0.53 2.17 182.71 .119E+05 390.3 4.54 0.51 2.33 182.87 .134E+05 458.7 4.70 0.49 2.49 183.03 .151E+05 539.8 4.92 0.47 2.65 183.19 .168E+05 632.5 5.18 0.44 2.81 183.35 .186E+05 731.5 5.43 0.42 2.97 183.51 .203E+05 836.7 5.68 0.40 INFLOW : ID= 2 ( 28801) OUTFLOW: ID= 1 ( 28506) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 5.81 1.06 12.08 72.55 0.16 1.64 5.81 1.06 12.17 72.55 0.16 1.64 CALIB NASHYD ( 28107) Area (ha)= 1ID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.679 PEAK FLOW (cms)= 1.435 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 70.916 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.558 5.76 Curve Number (CN)= 80.0 9.73 # of Linear Res.(N)= 2.00 0.09 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 28906)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 28107): 5.76 1.435 12.08 70.92 + ID2= 2 ( 28506): 5.81 1.060 12.17 72.55 ID = 3 ( 28906): 11.57 2.401 12.08 71.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 28505)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.18 181.63 0.1000 4.43 181.58 0.1000 5.55 181.45 0.1000 9.62 180.69 0.1000 /0.0350 9.89 180.63 0.0350 10.75 180.54 0.0350 12.04 180.56 0.0350 12.34 180.62 0.0350 12.62 180.63 0.0350 /0.1000 Main Channel Main Channel Main Channel Main channel Main channel Main Channel 14.14 180.77 0.1000 15.51 180.82 0.1000 18.68 180.84 0.1000 23.96 180.72 0.1000 33.35 181.05 0.1000 47.22 181.70 0.1000 52.02 181.98 0.1000 67.04 182.54 0.1000 78.33 182.95 0.1000 82.90 183.68 0.1000 86.12 183.66 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.09 180.63 .268E+02 0.2 0.25 180.79 .171E+03 2.6 0.41 180.95 .691E+03 9.3 0.57 181.11 .140E+04 21.5 0.73 181.27 .224E+04 39.1 0.89 181.43 .321E+04 61.9 1.05 181.59 .430E+04 89.8 1.21 181.75 .556E+04 124.8 1.37 181.91 .691E+04 167.2 1.53 182.07 .835E+04 214.2 1.69 182.23 .990E+04 266.8 1.85 182.39 .116E+05 326.4 2.01 182.55 .134E+05 393.3 2.17 182.71 .153E+05 467.4 2.33 182.87 .174E+05 549.3 2.49 183.03 .195E+05 646.4 2.65 183.19 .217E+05 757.4 2.81 183.35 .239E+05 875.9 2.97 183.51 .262E+05 1001.9 INFLOW : ID= 2 ( 28906) OUTFLOW: ID= 1 ( 28505) VELOCITY TRAV.TIME (m/s) (min) 1.62 1.82 2.70 2.38 2.72 3.10 3.44 3.72 3.99 4.30 4.56 4.79 5.01 5.23 5.43 5.63 5.89 6.20 6.51 6.80 1.10 1.24 1.09 0.96 0.86 0.80 0.74 0.69 0.65 0.62 0.59 0.57 0.55 0.53 0.50 0.48 0.46 0.44 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 11.57 2.40 12.08 71.74 0.23 2.56 11.57 2.33 12.08 71.74 0.23 2.51 CALIB NASHYD ( 28106) ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.227 PEAK FLOW (cms)= 1.249 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm). 72.067 TOTAL RAINFALL (mm). 127.200 RUNOFF COEFFICIENT = 0.567 6.15 curve Number (CN)= 79.0 9.76 # of Linear Res.(N)= 2.00 0.13 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 28905)1 CALIB 1 NASHYD ( 28104)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 16.73 Curve Number (CN)= 80.0 8.81 # of Linear Res.(N)= 2.00 0.16 Unit Hyd Qpeak (cms)= 2.649 PEAK FLOW (cms)= 2.968 (1) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 75.421 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.593 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 28105)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.669 PEAK FLOW (cms)= 0.454 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 48.421 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.381 4.12 Curve Number (CN)= 61.0 9.40 # of Linear Res.(N)= 2.00 0.16 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 28904)1 1 + 2 = 3 ID1= 1 ( 28104): + ID2= 2 ( 28105): AREA (ha) 16.73 4.12 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.968 12.08 75.42 0.454 12.08 48.42 ID = 3 ( 28904): 20.86 3.423 12.08 70.08 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. AlHYD ( 28904)1 3 + 2 = 1 I ID1= 3 ( 28904): + ID2= 2 ( 28504): AREA (ha) 20.86 17.71 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.423 12.08 70.08 3.487 12.17 71.85 ID = 1 ( 28904): 38.57 6.837 12.17 70.90 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 28106): 6.15 1.249 12.08 72.07 + ID2= 2 ( 28505): 11.57 2.332 12.08 71.74 ID = 3 ( 28905): 17.71 3.581 12.08 71.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 28504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 2.18 181.63 0.1000 4.43 181.58 0.1000 5.55 181.45 0.1000 9.62 180.69 0.1000 /0.0350 9.89 180.63 0.0350 10.75 180.54 0.0350 12.04 180.56 0.0350 12.34 180.62 0.0350 12.62 180.63 0.0350 /0.1000 14.14 180.77 0.1000 15.51 180.82 0.1000 18.68 180.84 0.1000 23.96 180.72 0.1000 33.35 181.05 0.1000 47.22 181.70 0.1000 52.02 181.98 0.1000 67.04 182.54 0.1000 78.33 182.95 0.1000 82.90 183.68 0.1000 86.12 183.66 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.09 180.63 .248E+02 0.2 0.25 180.79 .158E+03 2.1 0.41 180.95 .641E+03 7.7 0.57 181.11 .130E+04 17.8 0.73 181.27 .208E+04 32.3 0.89 181.43 .297E+04 51.2 1.05 181.59 .399E+04 74.3 1.21 181.75 .516E+04 103.2 1.37 181.91 .641E+04 138.3 1.53 182.07 .774E+04 177.2 1.69 182.23 .918E+04 220.7 1.85 182.39 .107E+05 270.0 2.01 182.55 .124E+05 325.3 2.17 182.71 .142E+05 386.6 2.33 182.87 .161E+05 454.4 2.49 183.03 .181E+05 534.7 2.65 183.19 .201E+05 626.5 2.81 183.35 .222E+05 724.6 2.97 183.51 .243E+05 828.8 INFLOW : ID= 2 ( 28905) OUTFLOW: ID= 1 ( 28504) Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 1.34 2.23 1.97 2.25 2.56 2.84 3.08 3.30 3.56 3.78 3.96 4.15 4.32 4.49 4.66 4.87 5.13 5.38 5.63 TRAV.TIME (min) 2.05 1.23 1.39 1.22 1.07 0.97 0.89 0.83 0.77 0.73 0.69 0.66 0.64 0.61 0.59 0.56 0.54 0.51 0.49 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 17.71 3.58 12.08 71.85 0.29 2.16 17.71 3.49 12.17 71.85 0.29 2.16 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance 0.00 1.80 3.02 5.04 5.34 5.83 6.22 7.00 8.06 9.08 10.42 10.72 11.06 12.10 73.51 74.40 Elevation Manning 181.40 181.60 181.60 181.24 181.12 181.02 180.92 180.88 180.72 180.64 180.64 180.69 180.70 180.85 183.02 183.00 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.06 180.70 .182E+02 0.0 0.39 0.19 180.82 .871E+02 0.5 0.81 0.31 180.94 .204E+03 1.2 0.94 0.43 181.07 .402E+03 2.5 0.96 0.55 181.19 .674E+03 4.3 0.98 0.67 181.31 .102E+04 6.7 1.01 0.80 181.43 .144E+04 9.7 1.04 0.92 181.56 .196E+04 13.5 1.06 1.04 181.68 .257E+04 18.1 1.08 1.16 181.80 .327E+04 24.0 1.12 1.29 181.92 .403E+04 30.8 1.17 1.41 182.04 .486E+04 38.6 1.22 1.53 182.17 .575E+04 47.5 1.27 1.65 182.29 .670E+04 57.5 1.31 1.77 182.41 .772E+04 68.5 1.36 1.90 182.53 .881E+04 80.8 1.40 2.02 182.66 .995E+04 94.2 1.45 2.14 182.78 .112E+05 108.8 1.49 2.26 182.90 .124E+05 124.7 1.53 > Main Channel Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 28904) OUTFLOW: ID= 1 ( 28503) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 38.57 6.84 12.17 70.90 38.57 6.85 12.17 70.90 > TRAV.TIME (min) 6.63 3.15 2.73 2.66 2.59 2.52 2.46 2.42 2.37 2.27 2.18 2.09 2.02 1.94 1.88 1.82 1.76 1.71 1.66 <-pipe / channel-> MAX DEPTH MAX VEL 0.68 (1 01 0.68 1.01 CALIB NASHYD ( 28103) Area (ha)= 110= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= 2.64 Curve Number (CN)= 67.0 6.28 # of Linear Res.(N)= 3.00 0.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 28503)1 Unit Hyd Qpeak (cms)= 0.202 PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)= (hrs)= (mm)= 0.210 (1) 12.500 59.428 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.467 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 28903) 41.21 7.00 12.17 70.16 0.70 0.98 OUTFLOW: ID= 1 ( 28502) 41.21 6.93 12.17 70.16 0.70 0.98 ADD HYD ( 28903)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 28103): 2.64 0.210 12.50 59.43 + ID2= 2 ( 28503): 38.57 6.853 12.17 70.90 ID = 3 ( 28903): 41.21 7.001 12.17 70.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 28502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 181.40 0.1000 1.80 181.60 0.1000 3.02 181.60 0.1000 5.04 181.24 0.1000 5.34 181.12 0.1000 5.83 181.02 0.1000 6.22 180.92 0.1000 7.00 180.88 0.1000 8.06 180.72 0.1000 /0.0350 Main Channel 9.08 180.64 0.0350 Main Channel 10.42 180.64 0.0350 Main Channel 10.72 180.69 0.0350 Main channel 11.06 180.70 0.0350 /0.1000 Main channel 12.10 180.85 0.1000 73.51 183.02 0.1000 74.40 183.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 180.70 .540E+01 0.0 0.37 2.04 0.19 180.82 .258E+02 0.4 0.78 0.97 0.31 180.94 .606E+02 1.2 0.90 0.84 0.43 181.07 .119E+03 2.4 0.92 0.82 0.55 181.19 .200E+03 4.2 0.95 0.80 0.67 181.31 .302E+03 6.5 0.97 0.78 0.80 181.43 .427E+03 9.4 1.00 0.76 0.92 181.56 .580E+03 13.0 1.02 0.75 1.04 181.68 .763E+03 17.4 1.04 0.73 1.16 181.80 .969E+03 23.1 1.08 0.70 1.29 181.92 .119E+04 29.6 1.13 0.67 1.41 182.04 .144E+04 37.2 1.17 0.65 1.53 182.17 .170E+04 45.7 1.22 0.62 1.65 182.29 .199E+04 55.3 1.26 0.60 1.77 182.41 .229E+04 65.9 1.31 0.58 1.90 182.53 .261E+04 77.7 1.35 0.56 2.02 182.66 .295E+04 90.6 1.39 0.54 2.14 182.78 .331E+04 104.6 1.43 0.53 2.26 182.90 .369E+04 119.9 1.48 0.51 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 179.09 .626E+01 0.0 0.28 18.16 0.12 179.15 .250E+02 0.0 0.44 11.44 0.18 179.21 .563E+02 0.1 0.58 8.66 0.24 179.27 .984E+02 0.2 0.72 7.03 0.30 179.33 .152E+03 0.4 0.82 6.14 0.36 179.39 .219E+03 0.6 0.89 5.68 0.44 179.46 .324E+03 1.2 1.09 4.63 0.51 179.54 .449E+03 1.9 1.25 4.05 0.59 179.61 .595E+03 2.7 1.37 3.68 0.66 179.69 .764E+03 3.7 1.46 3.45 0.74 179.76 .965E+03 4.9 1.53 3.31 0.81 179.84 .120E+04 6.2 1.57 3.21 0.89 179.91 .154E+04 7.5 1.49 3.40 0.96 179.99 .223E+04 9.5 1.29 3.91 1.04 180.06 .336E+04 12.7 1.15 4.40 1.11 180.14 .470E+04 17.3 1.12 4.53 1.18 180.21 .622E+04 23.0 1.12 4.51 1.26 180.29 .784E+04 30.2 1.17 4.33 1.33 180.36 .954E+04 38.5 1.22 4.13 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 28902) 47.51 7.86 12.17 71.17 0.90 1.45 OUTFLOW: ID= 1 ( 28501) 47.51 7.45 12.25 71.17 0.88 1.49 1 LIB 1 1 STANDHYD ( 28101)1 Area (ha)= 8.69 1ID= 1 DT= 5.0 min 1 Total Imp(%)= 34.60 Dir. Conn.(%)= 33.60 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.01 5.69 Dep. storage (mm)= 2.00 8.10 Average Slope (%)= 1.00 2.00 Length (m)= 240.74 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 72.92 5.00 15.00 3.63 (ii) 11.63 (ii) 5.00 15.00 0.25 0.09 1.25 12.08 125.20 127.20 0.98 0.70 12.17 48.50 127.20 0.38 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.843 (iii) 12.08 74.27 127.20 0.58 1 CALIB NASHYD ( 28102) Area (ha)= 6.30 Curve Number (CN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 6.92 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.22 Unit Hyd Qpeak (cms)- 0.740 PEAK FLOW (cms)= 0.930 () TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 77.794 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.612 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 28902)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 28102): 6.30 0.930) 12.17) 77.79) + ID2- 2 ( 28502): 41.21 6.933 12.17 70.16 ID = 3 ( 28902): 47.51 7.863 12.17 71.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 28501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 1.04 180.62 0.0600 8.27 180.03 0.0600 30.02 179.89 0.0600 30.59 179.80 0.0600 32.57 179.63 0.0600 33.13 179.52 0.0600 33.82 179.39 0.0600 /0.0350 Main Channel 34.27 179.35 0.0350 Main Channel 35.87 179.03 0.0350 Main Channel 36.92 179.19 0.0350 Main Channel 37.30 179.28 0.0350 Main Channel 38.13 179.41 0.0350 /0.0600 Main Channel 42.39 180.02 0.0600 44.82 179.96 0.0600 47.25 180.08 0.0600 60.42 179.83 0.0600 67.61 180.20 0.0600 72.80 180.09 0.0600 80.49 180.36 0.0600 1 ADD HYD ( 28901)1 1 1+ 2= 3 I AREA PEAK TPEAK R.V. 101= 1 ( 28101): (ha)6 1.843) 12.08) 74.27) + ID2= 2 ( 28501): 47.51 7.455 12.25 71.17 ID = 3 ( 28901): 56.21 8.340 12.25 71.65 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 26105) Area (ha)= 75.99 Curve Number (CN)= 78.0 !ID= 1 DT= 5.0 min Ia (mm)= 8.25 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.43 Unit Hyd Qpeak (cms)- 4.556 PEAK FLOW (cms)= 6.392 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 74.009 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.582 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 26503)1 1 IN= 2---> OUT= 1 1 Routing time step (min) '= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 10.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .128E+02 0.0 0.27 19.81 0.20 0.20 .511E+02 0.1 0.43 12.48 0.30 0.30 .115E+03 0.2 0.56 9.52 0.40 0.40 .204E+03 0.4 0.68 7.86 0.50 0.50 .319E+03 0.8 0.79 6.77 0.60 0.60 .460E+03 1.3 0.89 6.00 0.70 0.70 .626E+03 1.9 0.98 5.41 0.80 0.80 .818E+03 2.8 1.07 4.95 0.90 0.90 .103E+04 3.8 1.16 4.58 1.00 1.00 .128E+04 5.0 1.25 4.27 1.11 1.11 .158E+04 7.0 1.41 3.79 1.22 1.22 .194E+04 9.3 1.52 3.49 1.33 1.33 .234E+04 11.8 1.61 3.30 1.44 1.44 .279E+04 14.7 1.68 3.16 1.56 1.56 .329E+04 17.9 1.74 3.06 1.67 1.67 .383E+04 21.4 1.78 2.99 1.78 1.78 .442E+04 25.2 1.82 2.93 1.89 1.89 .506E+04 29.3 1.85 2.88 2.00 2.00 .575E+04 33.8 1.88 2.84 INFLOW : ID= 2 ( 26105) OUTFLOW: ID= 1 ( 26503) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 75.99 6.39 12.42 74.01 75.99 6.38 12.50 74.01 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 1.08 1.36 1.08 1.35 CALIB NASHYD ( 26104) ID= 1 DT= 5.0 min Area (ha)= 27.80 Ia (mm)= 5.92 U.H. Tp(hrs)= 0.18 Unit Hyd Qpeak (cms)- 3.943 PEAK FLOW (cms)- 5.101 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 85.212 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.670 Curve Number (CN)- 84.0 # of Linear Res.(N)= 2.00 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 26904)1 1 + 2 = 3 1 ID1= 1 ( 26104): + ID2= 2 ( 26503): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 27.80 5.101 12.17 85.21 75.99 6.376 12.50 74.01 ID = 3 ( 26904): 103.79 10.255 12.25 77.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 26504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 0.00 5.43 11.06 17.96 25.48 46.37 62.24 71.00 72.65 74.60 84.18 101.30 111.94 125.41 128.33 133.40 143.28 FOR SECTION Elevation 182.64 182.62 182.64 182.62 182.52 182.35 182.25 181.74 181.19 181.74 182.46 182.40 182.88 182.88 183.14 182.56 182.60 ( 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE Main Main Main Channel channel Channel I ADD HYD ( 26903)1 I 1+ 2= 3 I ID1 1 ( 26103): + ID2= 2 ( 26504): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.33 0.827 12.08 107.45 103.79 10.158 12.33 77.01 ID = 3 ( 26903): 106.12 10.409 12.25 77.68 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 26502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 182.64 5.43 182.62 11.06 182.64 17.96 182.62 25.48 182.52 46.37 182.35 62.24 182.25 71.00 181.74 72.65 181.19 74.60 181.74 84.18 182.46 101.30 182.40 111.94 182.88 125.41 182.88 128.33 183.14 133.40 182.56 143.28 182.60 ( 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE Main Main Main Channel Channel Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.09 181.28 .252E+01 0.0 0.35 0.18 181.37 .101E+02 0.1 0.56 0.27 181.46 .227E+02 0.2 0.73 0.37 181.56 .404E+02 0.4 0.88 0.46 181.65 .631E+02 0.7 1.03 0.55 181.74 .909E+02 1.1 1.16 0.66 181.85 .143E+03 2.0 1.31 0.77 181.96 .227E+03 3.3 1.32 0.87 182.06 .344E+03 5.0 1.33 0.98 182.17 .493E+03 7.2 1.34 1.09 182.28 .680E+03 9.7 1.31 1.20 182.39 .101E+04 13.2 1.20 1.30 182.49 .159E+04 17.8 1.03 1.41 182.60 .240E+04 26.3 1.01 1.52 182.71 .352E+04 38.8 1.01 1.63 182.82 .471E+04 57.2 1.12 1.73 182.92 .599E+04 76.8 1.18 1.84 183.03 .737E+04 103.7 1.29 1.95 183.14 .878E+04 134.1 1.40 INFLOW : ID= OUTFLOW: ID= <---- hydrograph ----> AREA QPEAK TPEAK R.V. 2 ( 26903) 106.12 (cms)04 (hrs)22 77.68 1 ( 26502) 106.12 10.38 12.33 77.68 TRAV.TIME (min) 4.36 2.74 2.09 1.73 1.49 1.32 1.17 1.16 1.15 1.14 1.17 1.27 1.48 1.52 1.51 1.37 1.30 1.19 1.09 <-pipe / channel-> MAX DEPTH MAX VEL 1.11 (1.29 1.11 1.29 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 181.28 .405E+01 0.0 0.40 6.07 0.18 181.37 .162E+02 0.1 0.64 3.82 0.27 181.46 .365E+02 0.2 0.84 2.92 0.37 181.56 .648E+02 0.4 1.02 2.41 0.46 181.65 .101E+03 0.8 1.18 2.07 0.55 181.74 .146E+03 1.3 1.34 1.84 0.66 181.85 .229E+03 2.3 1.51 1.63 0.77 181.96 .364E+03 3.8 1.53 1.61 0.87 182.06 .551E+03 5.7 1.53 1.61 0.98 182.17 .791E+03 8.3 1.54 1.59 1.09 182.28 .109E+04 11.2 1.51 1.63 1.20 182.39 .162E+04 15.2 1.39 1.77 1.30 182.49 .255E+04 20.6 1.19 2.06 1.41 182.60 .386E+04 30.4 1.16 2.12 1.52 182.71 .564E+04 44.7 1.17 2.11 1.63 182.82 .756E+04 66.0 1.29 1.91 1.73 182,92 .961E+04 88.5 1.36 1,81 1.84 183.03 .118E+05 119.5 1.49 1,65 1.95 183.14 .141E+05 154.6 1.62 1.52 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 26904) 103.79 10.25 12.25 77.01 1.05 1.52 OUTFLOW: ID= 1 ( 26504) 103.79 10.16 12.33 77.01 1.05 1.52 CALIB STANDHYD ( 26103) Area (ha)= 2.33 1ID= 1 DT= 5.0 min Total Imp(%)= 53.55 Dir. Conn.(%)= 51.67 Surface Area Dep. Storage Average Slope Length Mannings n (ha) - (mm)= (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS 1.25 2.00 1.00 124.60 0.013 155.69 5.00 2.44 5.00 0.30 0.52 12.08 125.20 127.20 0.98 1.08 5.25 2.00 40.00 0.250 (i) 134.10 10.00 (ii) 8.72 (ii) 10.00 0.12 0.31 12.08 88.47 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.827 (iii) 12.08 107.45 127.20 0.84 1 CALIB 1 STANDHYD ( 26102) Area (ha)= 1.17 1IC= 1 DT= 5.0 min Total Imp(%)= 42.10 Dir. Conn.(%!= 37.70 Surface Area (ha)= Dep. Storage (mm)= Average slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 storage Coeff. (min)= 1.99 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)- 0.31 PEAK FLOW (cms)= 0.19 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 IMPERVIOUS PERVIOUS (i) 0.49 0.68 2.00 5.80 1.00 2.00 88.34 40.00 0.013 0.250 142.06 10.00 (ii) 8.12 (ii) 10.00 0.13 0.21 12.08 90.77 127.20 0.71 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.401 (iii) 12.08 103.74 127.20 0.82 ADD HYD ( 26902)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 26102): 1.17 0.401 12.08 103.74 + ID2= 2 ( 26502): 106.12 10.380 12.33 77.68 ID = 3 ( 26902): 107.29 10.483 12.33 77.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 26501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 182.64 0.0600 5.43 182.62 0.0600 11.06 182.64 0.0600 17.96 182.62 0.0600 25.48 182.52 0.0600 46.37 182.35 0.0600 62.24 182.25 0.0600 71.00 181.74 0.0600 /0.0350 72.65 181.19 0.0350 Main Channel Main channel 74.60 181.74 0.0350 /0.0600 Main Channel 84.18 182.46 0.0600 101.30 182.40 0.0600 111.94 182.88 0.0600 125.41 182.88 0.0600 128.33 183.14 0.0600 133.40 182.56 0.0600 143.28 182.60 0.0600 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 55.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.09 181.28 .102E+02 0.0 0.32 0.18 181.37 .407E+02 0.1 0.50 0.27 181.46 .916E+02 0.2 0.66 0.37 181.56 .163E+03 0.4 0.80 0.46 181.65 .254E+03 0.6 0.93 0.55 181.74 .366E+03 1.0 1.05 0.66 181.85 .575E+03 1.8 1.18 0.77 181.96 .915E+03 3.0 1.20 0.87 182.06 .139E+04 4.5 1.20 0.98 182.17 .199E+04 6.5 1.21 1.09 182.28 .274E+04 8.8 1.18 1.20 182.39 .407E+04 11.9 1.09 1.30 182.49 .640E+04 16.1 0.93 1.41 182.60 .969E+04 23.8 0.91 1.52 182.71 .142E+05 35.1 0.92 1.63 182.82 .190E+05 51.8 1.01 1.73 182.92 .241E+05 69.4 1.06 1.84 183.03 .297E+05 93.7 1.17 1.95 183.14 .354E+05 121.3 1.27 AREA (ha) INFLOW : ID= 2 ( 26902) 107.29 OUTFLOW: ID= 1 ( 26501) 107.29 TRAV.TIME (min) 19.43 12.24 9.34 7.71 6.64 5.88 5.22 5.15 5.14 5.09 5.21 5.67 6.61 6.78 6.74 6.12 5.80 5.28 4.86 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 10.48 12.33 77.96 1.15 1.13 10.13 12.42 77.96 1.13 1.14 CALIB STANDHYD ( 26101) Area (ha)= 6.39 ID= 1 DT= 5.0 min Total Imp(%)= 29.80 Dir. Conn.(%)= 27.10 Surface Area (ha)= Dep. Storage (mm) - Average Slope Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 1.91 4.49 2.00 10.10 1.00 2.00 206.45 40.00 0.013 0.250 155.69 5.00 3.31 5.00 0.26 0.74 12.08 125.20 127.20 0.98 66.94 15.00 (ii) 11.59 (ii) 15.00 0.09 0.50 12.17 43.45 127.20 0.34 *TOTALS* 1.168 (iii) 12.08 65.60 127.20 0.52 1.00 1.00 .182E+04 5.4 1.09 5.56 1.11 1.11 .217E+04 7.2 1.20 5.04 1.22 1.22 .257E+04 9.1 1.28 4.72 1.33 1.33 .303E+04 11.2 1.35 4.50 1.44 1.44 .354E+04 13.6 1.39 4.35 1.56 1.56 .411E+04 16.1 1.43 4.24 1.67 1.67 .472E+04 19.0 1.46 4.16 1.78 1.78 .540E+04 22.0 1.48 4.09 1.89 1.89 .612E+04 25.3 1.50 4.04 2.00 2.00 .690E+04 28.8 1.52 4.00 INFLOW : ID= 2 ( 25106) OUTFLOW: ID= 1 ( 25503) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 9.74 1.29 12.17 64.71 0.50 0.74 9.74 1.15 12.25 64.71 0.47 0.71 CALIB NASHYD ( 25104) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 13.54 Curve Number (CN)= 77.0 8.97 # of Linear Res.(N)= 2.00 0.21 Unit Hyd Qpeak (cms)= 1.650 PEAK FLOW (cms)= 1.875 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 71.104 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.559 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 25103)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 29.82 Curve Number (CN)= 81.0 8.05 # of Linear Res.(N)= 2.00 0.27 unit Hyd Qpeak (cms)- 2.878 PEAK FLOW (cms)- 3.843 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 78.799 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.619 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 25903)1 1 + 2 = 3 101= 1 ( 25103): + ID2= 2 ( 25104): AREA (ha) 29.82 13.54 QPEAK TPEAK R.V. (cms) (hrs) (mm) 3.843 12.25 78.80 1.875 12.17 71.10 1 ADD HYD ( 26901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 26101): (ha)3 (cms)168 12.08) 65.60 + IO2= 2 ( 26501): 107.29 10.134 12.42 77.96 ID = 3 ( 26901): 113.69 10.493 12.42 77.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 25106) IID- 1 DT= 5.0 min Area (ha)- Ia U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.296 PEAK FLOW (cms)- 1.292 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 64.713 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.509 9.74 Curve Number (CN)= 73.0 9.19 # of Linear Res.(N)= 2.00 0.19 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 25503)1 IN= 2---> OUT= 1 I Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .836E+02 0.1 0.30 20.10 0.20 0.20 .189E+03 0.2 0.45 13.47 0.30 0.30 .316E+03 0.5 0.56 10.75 0.40 0.40 .465E+03 0.8 0.66 9.19 0.50 0.50 .636E+03 1.3 0.74 8.14 0.60 0.60 .829E+03 1.9 0.82 7.37 0.70 0.70 .104E+04 2.6 0.89 6.77 0.80 0.80 .128E+04 3.4 0.96 6.29 0.90 0.90 .154E+04 4.3 1.03 5.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 25903)1 3 + 2 = 1 101= 3 ( 25903): + ID2= 2 ( 25503): AREA (ha) 43.37 9.74 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.685 12.17 76.40 1.146 12.25 64.71 ID = 1 ( 25903): 53.11 6.773 12.25 74.25 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 25502)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 47.80 180.52 49.17 180.41 53.87 180.41 60.95 180.49 67.36 180.39 73.31 179.96 75.55 179.82 80.16 180.03 81.69 179.54 83.49 178.94 83.79 178.94 85.59 179.54 88.60 180.03 96.70 180.15 103.64 180.05 113.44 180.31 122.79 180.19 127.26 180.12 136.41 180.23 1.1) Manning 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 179.01 .398E+01 0.0 0.31 6.46 0.13 179.08 .111E+02 0.0 0.45 4.42 0.20 179.14 .215E+02 0.1 0.57 3.52 0.27 179.21 .350E+02 0.2 0.67 2.98 0.33 179.28 .517E+02 0.3 0.76 2.61 0.40 179.34 .716E+02 0.5 0.85 2.34 0.47 179.41 .946E+02 0.7 0.93 2.13 0.53 179.48 .121E+03 1.0 1.01 1.96 0.60 179.54 .150E+03 1.4 1.09 1.82 0.67 179.61 .185E+03 1.9 1.22 1.62 0.74 179.68 .224E+03 2.5 1.33 1.49 0.81 179.75 .269E+03 3.2 1.42 1.40 0.87 179.82 .319E+03 4.0 1.50 1.33 0.94 179.89 .385E+03 4.9 1.52 1.31 1.01 179.95 .477E+03 6.0 1.51 1.32 1.08 180.02 .594E+03 7.4 1.49 1.33 1.15 180.09 .754E+03 8.8 1.40 1.42 1.22 180.16 .103E+04 11.1 1.28 1.55 1.28 180.23 .144E+04 14.5 1.20 1.66 ID = 3 ( 25903): 43.37 5.685 12.17 76.40 <---- hydrograph ----> <-pipe / channel-> INFLOW : ID= 2 ( 25903) OUTFLOW: ID= 1 ( 25502) AREA (ha) 53.11 53.11 QPEAK (cms) 6.77 6.78 TPEAK R.V. (hrs) (mm) 12.25 74.25 12.25 74.25 MAX DEPTH MAX VEL 1.05 (1.50 1.05 1.50 CALIB STANDHYD ( 25102) Area ID= 1 DT= 5.0 min 1 Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 2.09 Imp(%)= 44.60 Dir. Conn.(%)= 44.60 IMPERVIOUS PERVIOUS (7) 0.93 1.16 2.00 8.62 1.00 2.00 118.15 40.00 0.013 0.250 155.69 5.00 2.37 5.00 0.30 0.40 12.08 125.20 127.20 0.98 80.21 15.00 (ii) 10.07 (ii) 15.00 0.10 0.17 12.17 53.78 127.20 0.42 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 64.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.547 (iii) 12.08 85.63 127.20 0.67 1 ADD HYD ( 25902)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 25102): 2.09 0.547 12.08 85.63 + ID2= 2 ( 25502): 53.11 6.777 12.25 74.25 ID = 3 ( 25902): 55.20 6.985 12.25 74.68 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 25501)1 IN= 2---> OUT= 1 Routing time step (min)'- 5.00 < DATA FOR SECTION Distance Elevation 47.80 180.52 49.17 180.41 53.87 180.41 60.95 180.49 67.36 180.39 ( 1.1) > Manning 0.0400 0.0400 0.0400 0.0400 0.0400 PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.11 12.08 125.20 127.20 0.98 0.15 12.08 47.63 127.20 0.37 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! `**** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 57.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.266 (iii) 12.08 62.17 127.20 0.49 1 ADD HYD ( 25901)1 1 + 2 = 3 ID1= 1 ( 25101): + ID2= 2 ( 25501): AREA (ha) 1.41 55.20 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.266 12.08 62.17 6.975 12.25 74.68 ID = 3 ( 25901): 56.61 7.093 12.25 74.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 19108)1 ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.021 12.54 Curve Number (CN)= 83.0 6.19 # of Linear Res.(N)= 2.00 0.16 PEAK FLOW (cms)- 2.470 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 82.763 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.651 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 19109) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.584 PEAK FLOW (cms)- 1.817 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 77.433 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.609 9.77 Curve Number (CN)= 81.0 8.31 # of Linear Res.(N)= 2.00 0.16 73.31 179.96 0.0400 75.55 179.82 0.0400 80.16 180.03 0.0400 81.69 179.54 0.0400 /0.0350 83.49 178.94 0.0350 83.79 178.94 0.0350 85.59 179.54 0.0350 /0.0400 88.60 180.03 0.0400 96.70 180.15 0.0400 103.64 180.05 0.0400 113.44 180.31 0.0400 122.79 180.19 0.0400 127.26 180.12 0.0400 136.41 180.23 0.0400 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m (cms) (m/s) 0.07 179.01 .521E+0.) 1 0.0 0.47 0.13 179.08 .146E+02 0.1 0.68 0.20 179.14 .281E+02 0.2 0.85 0.27 179.21 .459E+02 0.3 1.01 0.33 179.28 .678E+02 0.5 1.15 0.40 179.34 .938E+02 0.8 1.29 0.47 179.41 .124E+03 1.1 1.41 0.53 179.48 .158E+03 1.6 1.53 0.60 179.54 .197E+03 2.1 1.65 0.67 179.61 .242E+03 2.9 1.85 0.74 179.68 .294E+03 3.8 2.01 0.81 179.75 .353E+03 4.8 2.15 0.87 179.82 .419E+03 6.1 2.26 0.94 179.89 .505E+03 7.4 2.30 1.01 179.95 .625E+03 9.1 2.28 1.08 180.02 .778E+03 11.2 2.25 1.15 180.09 .988E+03 13.4 2.11 1.22 180.16 .135E+04 16.8 1.94 1.28 180.23 .189E+04 21.9 1.81 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 25902) OUTFLOW: ID= 1 ( 25501) TRAV.TIME (min) 5.60 3.83 3.05 2.58 2.26 2.03 1.85 1.70 1.58 1.41 1.30 1.21 1.15 1.13 1.14 1.16 1.23 1.34 1.44 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 55.20 6.99 12.25 74.68 0.92 2.29 55.20 6.97 12.25 74.68 0.92 2.29 CALIB ND STA HYD ( 25101) Area (ha)= 1.41 ID= 1 DT= 5.0 min Total Imp(%)= 24.71 Dir. Conn.(%)= 18.75 Surface Area (ha)= Dep. Storage (mm) - Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= IMPERVIOUS 0.35 2.00 1.00 96.84 0.013 155.69 5.00 2.10 5.00 0.31 PERVIOUS (i) 1.06 9.05 2.00 40.00 0.250 76.20 10.00 (ii) 9.97 (ii) 10.00 0.11 1 CALIB 1 NASHYD ( 19111) Area (ha)= 1ID= 1 DT= 5.0 min Ia (m)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 5.453 PEAK FLOW (cms)= 4.324 (l) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 68.425 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.538 17.44 Curve Number (CN)= 79.0 9.99 # of Linear Res.(N)= 2.00 0.08 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 19116) Area (ha)= 1ID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 3.649 PEAK FLOW (cms)= 2.590 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 72.049 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.566 9.08 curve Number (CN)= 79.0 9.99 # of Linear Res.(N)= 3.00 0.09 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 19115) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= 64.48 Curve Number (CN)= 80.0 8.37 # of Linear Res.(N)= 3.00 0.60 Unit Hyd Qpeak (cms)- 4.119 PEAK FLOW (cms)= 6.095 (l) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 77.443 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.609 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 19117) 110= 1 DT= 5.0 min Area (ha)= Ia (mm). U.H. Tp(hrs)= 22.76 Curve Number (CN)= 85.0 7.23 # of Linear Res.(N)= 3.00 0.43 Unit Hyd Qpeak (cms)= 2.003 PEAK FLOW (cms)- 3.069 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 87.330 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.687 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1.67 1.78 1.89 2.00 1.67 1.78 1.89 2.00 .343E+04 .392E+04 .445E+04 .502E+04 85.2 6.55 98.9 6.66 113.6 6.74 129.4 6.81 0.67 0.66 0.65 0.65 CALIB NASHYD ( 19118)1 Area (ha)= 27.86 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.66 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.28 Unit Hyd Qpeak (cms)- 3.746 PEAK FLOW (cms)= 4.288 (1) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 73.850 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.581 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 19911)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. 1D1 1 ( 19117): 22.76 3.069 12.42) 87.33) + ID2= 2 ( 19118): 27.86 4.288 12.25 73.85 ID = 3 ( 19911): 50.62 7.174 12.25 79.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 19510)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .607E+02 0.3 1.35 3.25 0.20 0.20 .137E+03 1.1 2.02 2.18 0.30 0.30 .230E+03 2.2 2.53 1.74 0.40 0.40 .338E+03 3.8 2.96 1.49 0.50 0.50 .462E+03 5.9 3.35 1.32 0.60 0.60 .602E+03 8.4 3.69 1.19 0.70 0.70 .758E+03 11.5 4.02 1.09 0.80 0.80 .929E+03 15.2 4.33 1.02 0.90 0.90 .112E+04 19.5 4.62 0.95 1.00 1.00 .132E+04 24.5 4.90 0.90 1.11 1.11 .157E+04 32.2 5.40 0.81 1.22 1.22 .187E+04 40.8 5.77 0.76 1.33 1.33 .220E+04 50.4 6.05 0.73 1.44 1.44 .257E+04 61.0 6.26 0.70 1.56 1.56 .298E+04 72.6 6.42 0.68 1.11 1.11 .371E+04 37.0 6.21 1.67 1.22 1.22 .440E+04 46.9 6.63 1.56 1.33 1.33 .518E+04 57.9 6.95 1.49 1.44 1.44 .606E+04 70.1 7.20 1.44 1.56 1.56 .703E+04 83.4 7.38 1.40 1.67 1.67 .809E+04 97.9 7.53 1.38 1.78 1.78 .924E+04 113.6 7.65 1.36 1.89 1.89 .105E+05 130.5 7.75 1.34 2.00 2.00 .118E+05 148.7 7.83 1.32 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19910) 124.18 12.94 12.33 78.06 0.69 4.58 OUTFLOW: ID= 1 ( 19509) 124.18 12.90 12.42 78.06 0.69 4.58 CALIB NASHYD ( 19114) Area (ha)= 22.59 Curve Number (CN)= 76.0 ID= 1 DT= 5.0 min Ia (mm)= 10.14 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.19 Unit Hyd Qpeak (cms)= 4.495 PEAK FLOW (cms)- 4.229 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 69.308 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.545 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 19113)1 Area (ha)= 21.39 Curve Number (CN)= 68.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 10.54 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)= 1.735 PEAK FLOW (cms)= 1.697 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 57.297 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.450 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 19909)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. ID1= 1 ( 19113): 21.39 697) 12.33) 57.30 + ID2= 2 ( 19114): 22.59 4.229 12.17 69.31 ID = 3 ( 19909): 43.99 5.835 12.17 63.47 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19911) 50.62 7.17 12.25 79.91 0.55 3.52 OUTFLOW: ID= 1 ( 19510) 50.62 7.17 12.25 79.91 0.55 3.51 1 ADD HYD ( 19910)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 19115): 64.48 6.095) 12.58cms rs) 77.44) + ID2= 2 ( 19116): 9.08 2.590 12.08 72.05 ID = 3 ( 19910): 73.56 6.453 12.58 76.78 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 19910)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 19910): 73.56 6.453 12.58 76.78 + ID2= 2 ( 19510): 50.62 7.166 12.25 79.91 ID = 1 ( 19910): 124.18 12.937 12.33 78.06 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19509)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .143E+03 0.4 1.56 0.20 0.20 .324E+03 1.2 0.30 0.30 .541E+03 2.5 0.40 0.40 .796E+03 4.4 0.50 0.50 .109E+04 6.7 0.60 0.60 .142E+04 9.7 0.70 0.70 .179E+04 13.3 0.80 0.80 .219E+04 17.5 0.90 0.90 .263E+04 22.5 1.00 1.00 .311E+04 28.1 2.32 2.91 3.41 3.84 4.25 4.62 4.97 5.31 5.63 > TRAV.TIME (min) 6.66 4.46 3.56 3.05 2.70 2.44 2.24 2.09 1.95 1.84 1 ADD HYD ( 19909)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) ID1= 3 ( 19909): 43.99 835) 12.17cms rs) 63.47) + ID2= 2 ( 19509): 124.18 12.903 12.42 78.06 ---------------------------------------------------- ID = 1 ( 19909): 168.16 17.725 12.25 74.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19508)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .848E+02 0.4 1.80 3.42 0.20 0.20 .192E+03 1.4 2.68 2.29 0.30 0.30 .321E+03 2.9 3.36 1.83 0.40 0.40 .472E+03 5.0 3.93 1.56 0.50 0.50 .645E+03 7.8 4.44 1.39 0.60 0.60 .841E+03 11.2 4.90 1.25 0.70 0.70 .106E+04 15.3 5.33 1.15 0.80 0.80 .130E+04 20.2 5.74 1.07 0.90 0.90 .156E+04 25.9 6.13 1.00 1.00 1.00 .184E+04 32.5 6.50 0.95 1.11 1.11 .220E+04 42.7 7.16 0.86 1.22 1.22 .261E+04 54.1 7.65 0.80 1.33 1.33 .307E+04 66.9 8.02 0.77 1.44 1.44 .359E+04 80.9 8.30 0.74 1.56 1.56 .417E+04 96.2 8.52 0.72 1.67 1.67 .479E+04 113.0 8.69 0.71 1.78 1.78 .548E+04 131.1 8.83 0.70 1.89 1.89 .622E+04 150.6 8.94 0.69 2.00 2.00 .701E+04 171.6 9.03 0.68 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 19909) 168.16 17.73 12.25 74.24 0.75 5.53 OUTFLOW: ID= 1 ( 19508) 168.16 17.84 12.25 74.24 0.75 5.53 1 CALIB 1 NASHYD ( 19112) Area (ha)= 16.85 Curve Number (CN)= 80.0 11D= 1 DT= 5.0 min Ia (mm)= 8.95 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19511)1 1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 Unit Hyd Qpeak (cros)= 2.635 PEAK FLOW (cms)- 2.957 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 75.340 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.592 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 19110) Area (ha)= 64.18 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 9.22 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.42 Unit Hyd Qpeak (cms)= 5.781 PEAK FLOW (cms)- 7.521 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 75.029 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.590 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ADD HYD ( 19908)1 I 1+ 2= 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 19110): 64.18 7.521) 12.33cms rs) 75.03) + ID2= 2 ( 19111): 17.44 4.324 12.08 68.42 ID = 3 ( 19908): 81.61 9.022 12.17 73.62 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 19908)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 19908): 81.61 9.022 12.17 73.62 + ID2= 2 ( 19112): 16.85 2.957 12.08 75.34 ID = 1 ( 19908): 98.47 11.928 12.17 73.91 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 19908)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 19908): 98.47 11.928) 12.17cms rs) 73.91) + ID2= 2 ( 19508): 168.16 17.840 12.25 74.24 ID = 3 ( 19908): 266.63 29.297 12.25 74.12 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. < DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.27 248.14 .852E+02 0.9 1.90 1.58 0.94 248.81 .651E+03 18.9 5.21 0.57 1.61 249.47 .147E+04 56.0 6.83 0.44 2.27 250.14 .257E+04 107.9 7.51 0.40 2.94 250.81 .543E+04 193.2 6.37 0.47 3.61 251.47 .980E+04 326.6 5.97 0.50 4.27 252.14 .154E+05 522.1 6.08 0.49 4.94 252.80 .218E+05 775.4 6.36 0.47 5.60 253.47 .291E+05 1095.9 6.76 0.44 6.27 254.14 .371E+05 1473.5 7.12 0.42 6.94 254.80 .461E+05 1920.0 7.47 0.40 7.60 255.47 .560E+05 2437.9 7.81 0.38 8.27 256.14 .668E+05 3030.8 8.13 0.37 8.94 256.80 .785E+05 3702.1 8.45 0.35 9.60 257.47 .911E+05 4474.8 8.80 0.34 10.27 258.13 .104E+06 5367.7 9.21 0.32 10.93 258.80 .118E+06 6343.5 9.63 0.31 11.60 259.47 .132E+06 7399.9 10.04 0.30 12.27 260.13 .146E+06 8535.5 10.45 0.29 2.71 270.63 0.1000 6.58 268.14 0.1000 10.20 265.20 0.1000 12.82 262.63 0.1000 16.52 259.62 0.1000 19.49 257.56 0.1000 29.12 255.93 0.1000 44.33 253.38 0.1000 48.09 251.60 0.1000 51.63 248.37 0.1000 /0.0350 Main channel 52.80 247.87 0.0350 Main channel 55.63 248.14 0.0350 /0.1000 Main channel 59.47 250.04 0.1000 70.52 250.29 0.1000 92.24 251.55 0.1000 103.64 252.85 0.1000 127.79 257.09 0.1000 133.39 258.76 0.1000 139.97 260.80 0.1000 TRAVEL TIME TABLE <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19912) 276.40 30.99 12.25 74.24 1.16 5,65 OUTFLOW: ID= 1 ( 19507) 276.40 31.20 12.25 74.24 1.16 5.65 ADD HYD ( 19907)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 19108): 12.54 2.470) 12.08cms rs) 82.76) + ID2= 2 ( 19507): 276.40 31.201 12.25 74.24 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .818E+02 0.3 1.39 4.25 0.20 0.20 .185E+03 1.1 2.08 2.85 0.30 0.30 .309E+03 2.3 2.60 2.28 0.40 0.40 .455E+03 3.9 3.05 1,95 0.50 0.50 .622E+03 6.0 3.44 1.72 0.60 0.60 .811E+03 8.7 3.80 1.56 0.70 0.70 .102E+04 11.9 4.13 1.43 0.80 0.80 .125E+04 15.7 4.45 1.33 0.90 0.90 .150E+04 20.1 4.75 1.25 1.00 1.00 .178E+04 25.2 5.04 1.18 1.11 1.11 .212E+04 33.1 5.55 1.07 1.22 1.22 .252E+04 42.0 5.93 1.00 1.33 1.33 .296E+04 51.8 6.22 0.95 1.44 1.44 .346E+04 62.7 6.44 0.92 1.56 1.56 .402E+04 74.6 6.61 0.90 1.67 1.67 .462E+04 87.6 6.74 0.88 1.78 1.78 .528E+04 101.6 6.84 0.87 1.89 1.89 .599E+04 116.8 6.93 0.86 2.00 2.00 .676E+04 133.1 7.00 0.85 INFLOW : ID= 2 OUTFLOW: ID= 1 ( <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cros) (hrs) (mm) (m) (m/s) 19908) 266.63 29.30 12.25 74.12 1.06 5.29 19511) 266.63 29.47 12.25 74.12 1.06 5.30 1 ADD HYD ( 19912)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 19109): 9.77 1.817) 12.08) 77.43) + ID2= 2 ( 19511): 266.63 29.473 12.25 74.12 ID = 3 ( 19912): 276.40 30.987 12.25 74.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 19507)1 1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 272.11 0.1000 ROUTE CHN( 19506)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 44.81 228.65 0.0800 53.99 227.10 0.0800 58.06 227.10 0.0800 61.12 227.53 0.0800 63.89 227.46 0.0800 65.59 227.48 0.0800 67.16 227.71 0.0800 74.38 226.14 0.0800 /0.0350 Main Channel 75.40 225.86 0.0350 Main Channel 76.42 225.85 0.0350 Main Channel 78.61 226.18 0.0350 /0.0800 Main Channel 79.89 226.65 0.0800 83.45 226.79 0.0800 92.61 228.79 0.0800 103.95 228.82 0.0800 109.82 229.82 0.0800 111.52 229.88 0.0800 114.92 229.71 0.0800 128.42 230.18 0.0800 130.79 230.62 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.10 225.95 .405E+0.) 2 0.2 1.19 4.17 0.20 226.04 .113E+03 0.7 1.79 2.78 0.30 226.14 .215E+03 1.6 2.26 2.20 0.45 226.30 .434E+03 4.6 3.19 1.56 0.61 226.46 .707E+03 9.1 3.85 1.29 0.77 226.61 .103E+04 15.0 4.33 1.15 0.92 226.77 .146E+04 22.2 4.52 1.10 1.08 226.93 .205E+04 31.6 4.59 1.08 1.23 227.08 .271E+04 42.9 4.73 1.05 1.39 227.24 .363E+04 55.4 4.56 1.09 1.55 227.39 .474E+04 72.2 4.54 1.09 1.70 227.55 .611E+04 90.5 4.42 1.12 1.86 227.71 .777E+04 115.2 4.43 1.12 2.02 227.86 .954E+04 144.9 4.53 1.10 2.17 228.02 .114E+05 178.4 4.67 1.07 2.33 228.18 .133E+05 215.6 4.82 1.03 2.49 228.33 .153E+05 256.5 4.99 1,00 2.64 228.49 .174E+05 301.2 5.16 0.96 2,80 228.65 .196E+05 349.6 5.32 0.93 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19907) 288.93 33.26 12.25 74.61 1.10 4.61 OUTFLOW: ID= 1 (. 19506) 288.93 33.40 12.25 74.61 1.10 4.61 ID = 3 ( 19907): 288.93 33.257 12.25 74.61 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB I NASHYD ( 19106) Area (ha)= 3.05 Curve Number (CN)= 83.0 110= 1 DT= 5.0 min Ia (mm)= 5.59 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.15 Unit Hyd Qpeak (cms)= 0.535 PEAK FLOW (cms)- 0.643 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 82.958 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.652 PEAK FLOW (cms)= 0.26 0.26 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 87.38 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.69 WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! *TOTALS* 0.514 (iii) 12.08 102.13 127.20 0.80 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 19107) Area (ha)= 2.58 ID= 1 DT= 5.0 min Total Imp(%)= 25.50 Dir. Conn.(%)= 18.30 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 0.66 1.92 Dep. Storage (mm)= 2.00 7.54 Average Slope (%)= 1.00 2.00 Length (m)= 131.13 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 119.62 2.52 2 10.00 (ii) 9.09 (ii) 5.00 10.00 0.29 0.12 0.20 12.08 125.20 127.20 0.98 0.47 12.08 73.30 127.20 0.58 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 75.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.671 (iii) 12.08 82.79 127.20 0.65 CALIB STANDHYD ( 19105) Area (ha )= 1.52 ID= 1 DT= 5.0 min Total Imp( %)= 49.90 Dir. Conn.(%)= 39.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.76 0.76 Dep. Storage (mm)- 2.00 5.92 Average Slope (%)= 1.00 2.00 Length (m)= 100.79 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= 155.69 155.06 5.00 10.00 2.15 (ii) 8.07 (ii) 5.00 10.00 0.31 0.13 < DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.28 205.49 .544E+03 1.1 1.58 8.18 1.11 206.33 .700E+04 34.1 3.77 3.42 1.95 207.16 .174E+05 108.5 4.82 2.68 2.78 208.00 .306E+05 222.4 5.63 2.29 3.62 208.83 .464E+05 375.8 6.27 2.06 4.45 209.66 .647E+05 571.0 6.83 1.89 5.28 210.50 .852E+05 807.9 7.34 1.76 6.12 211.33 .108E+06 1087.2 7.79 1.66 6.95 212.16 .133E+06 1413.9 8.23 1.57 7.78 213.00 .160E+06 1785.9 8.64 1.49 8.62 213.83 .189E+06 2202.6 9.03 1.43 9.45 214.67 .219E+06 2664.8 9.40 1.37 10.29 215.50 .252E+06 3180.5 9.77 1.32 11.12 216.33 .286E+06 3742.7 10.13 1.27 11.95 217.17 .322E+06 4351.4 10.47 1.23 12.79 218.00 .359E+06 4987.8 10.75 1.20 13.62 218.83 .399E+06 5659.5 10.99 1.17 14.45 219.67 .441E+06 6388.1 11.21 1.15 15.29 220.50 .486E+06 6919.6 11.02 1.17 61.84 64.28 64.55 68.45 72.19 83.73 89.19 92.48 99.87 117.27 132.25 137.10 205.21 205.50 205.51 205.87 206.71 211.57 214.75 217.57 220.28 220.87 221.12 221.78 0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel TRAVEL TIME TABLE > <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19906) 296.09 34.40 12.25 74.90 1.12 3.77 OUTFLOW: ID= 1 ( 19505) 296.09 37.73 12.25 74.90 1.16 3.81 CALIB I NASHYD ( 19119)I Area (ha)= 13.37 Curve Number (CN)- 72.0 ID= 1 DT= 5.0 min Ia (mm)- 7.94 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.52 Unit Hyd Qpeak (cros)= 0.982 PEAK FLOW (cms)= 1.154 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)- 65.228 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.513 (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 19906)1 1 + 2 = 3 AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) ID1= 1 ( 19105): 1.52 0.514 12.08 102.13 + ID2= 2 ( 19106): 3.05 0.643 12.08 82.96 ID = 3 ( 19906): 4.58 1.157 12.08 89.34 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 19906)1 I 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 19906): 4.58 1.157) 12.08cms rs) 89.34) + ID2= 2 ( 19107): 2.58 0.671 12.08 82.79 ID = 1 ( 19906): 7.16 1.828 12.08 86.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 19906)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 19906): 7.16 1.828 12.08 86.98 + ID2= 2 ( 19506): 288.93 33.404 12.25 74.61 ID = 3 ( 19906): 296.09 34.404 12.25 74.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19505)1 IN= 2---> OUT= 1 Routing time step (min)'- 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 221.34 0.1000 24.35 221.12 0.1000 29.99 220.20 0.1000 50.26 209.01 0.1000 57.19 206.25 0.1000 59.23 205.49 0.1000 /0.0350 Main Channel I ADDD +YD2 ( 19905) 1 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 19119): 13.37 1.154 12.50 65.23 + ID2= 2 ( 19505): 296.09 37.727 12.25 74.90 ID = 3 ( 19905): 309.46 38.687 12.25 74.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19504)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 5.44 189.19 0.0800 26.01 189.67 0.0800 48.80 189.65 0.0800 65.75 189.19 0.0800 92.78 191.35 0.0800 99.74 191.77 0.0800 106.00 190.72 0.0800 /0.0350 Main Channel 107.22 190.56 0.0350 Main Channel 109.30 190.30 0.0350 Main Channel 110.84 190.74 0.0350 /0.0800 Main channel 113.72 192.10 0.0800 148.00 195.82 0.0800 152.58 195.96 0.0800 163.75 195.28 0.0800 169.48 194.62 0.0800 174.84 194.53 0.0800 182.88 194.62 0.0800 190.38 194.94 0.0800 197.41 195.66 0.0800 207.01 195.96 0.0800 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.31 189.49 .310E+03 2.7 0.62 1.94 0.61 189.80 .142E+04 18.6 0.95 1.27 0.92 190.11 .296E+04 61.4 1.49 0.80 1.23 190.41 .459E+04 123.0 1.93 0.62 1.53 190.72 .637E+04 203.6 2.30 0.52 1.91 191.09 .874E+04 326.5 2.69 0.45 2.28 191.47 .113E+05 477.4 3.03 0.40 2.66 191.84 .141E+05 661.9 3.37 0.36 3.03 192.22 .171E+05 903.3 3.81 0.31 3.41 192.59 .201E+05 1175.4 4.21 0.28 3.78 192.97 .231E+05 1478.4 4.59 0.26 4.16 193.34 .263E+05 1812.0 4.95 0.24 4.53 193.72 .296E+05 2176.1 5.29 0.23 4.90 194.09 .330E+05 2570.5 5.61 0.21 5.28 194.47 .364E+05 2995.2 5.91 0.20 5.65 194.84 .403E+05 3426.3 6.12 0.20 6.03 195.22 .446E+05 3925.6 6.33 0.19 6.40 195.59 .492E+05 4464.8 6.52 0.18 6.78 195.97 .543E+05 5030.5 6.66 0.18 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19905) 309.46 38.69 12.25 74.49 0.76 1.14 OUTFLOW: ID= 1 ( 19504) 309.46 38.60 12.25 74.49 0.76 1.14 CALIB STANDHYD ( 19104) Area (ha)= 10.38 ID= 1 DT= 5.0 min Total Imp(%)= 34.10 Dir. Conn.(%)= 27.40 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.54 6.84 Dep. Storage (mm)= 2.00 5.42 Average Slope %)= 2.40 2.00 Length m)= 263.11 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 131.62 5.00 10.00 2.94 (ii) 9.26 (ii) 5.00 10.00 0.28 0.12 1.22 12.08 125.20 127.20 0.98 1.84 12.08 81.45 127.20 0.64 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.068 (iii) 12.08 93.44 127.20 0.73 ADD HYD ( 19904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 19104): 10.38 3.068) 12.08cms rs) 93.44) + ID2= 2 ( 19504): 309.46 38.603 12.25 74.49 ID = 3 ( 19904): 319.85 39.939 12.25 75.10 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 5.74 187.82 0.1000 71.36 187.30 0.1000 72.66 187.25 0.1000 74.90 187.19 0.1000 81.60 186.86 0.1000 82.54 186.60 0.1000 84.04 186.06 0.1000 /0.0350 Main Channel 84.84 185.82 0.0350 Main Channel TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 12.08 125.20 127.20 0.98 12.17 41.05 127.20 0.32 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! kk*** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 51.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 12.08 55.35 127.20 0.44 ADD HYD ( 19903)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 19103): 1.53 0.226) 12.08cms rs) 55.35) + ID2= 2 ( 19503): 319.85 38.862 12.33 75.10 ID = 3 ( 19903): 321.37 38.965 12.33 75.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 19502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 223.51 0.1000 42.43 222.81 0.1000 62.50 218.69 0.1000 72.91 219.07 0.1000 74.26 218.56 0.1000 /0.0350 Main Channel 75.00 218.26 0.0350 Main channel 75.56 218.27 0.0350 Main Channel 75.98 218.56 0.0350 /0.1000 Main Channel 78.42 218.98 0.1000 83.92 219.09 0.1000 85.59 218.89 0.1000 96.03 218.96 0.1000 107.05 219.53 0.1000 125.74 223.92 0.1000 145.59 224.66 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.15 218.41 .146E+02 0.2 1.25 1.57 0.30 218.56 .398E+02 0.6 1.83 1.08 0.59 218.85 .190E+03 3.2 1.95 1.01 0.88 219.14 .110E+04 11.9 1.27 1.54 1.17 219.43 .257E+04 33.9 1.55 1.27 1.46 219.73 .425E+04 68.2 1.89 1.04 1.76 220.02 .602E+04 113.7 2.22 0.88 2.05 220.31 .789E+04 169.3 2.53 0.78 2.34 220.60 .985E+04 234.5 2.81 0.70 2.63 220.89 .119E+05 309.4 3.06 0.64 2.92 221.18 .140E+05 393.7 3.31 0.59 85.94 185.73 0.0350 Main Channel 87.25 186.02 0.0350 Main Channel 87.59 186.05 0.0350 /0.1000 Main Channel 92.43 186.29 0.1000 93.75 186.30 0.1000 94.65 186.59 0.1000 95.40 186.56 0.1000 96.01 186.80 0.1000 96.88 187.00 0.1000 97.62 187.10 0.1000 99.84 187.33 0.1000 169.87 187.28 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 185.81 .106E+02 0.0 0.51 6.35 0.16 185.89 .381E+02 0.2 0.90 3.61 0.24 185.97 .755E+02 0.5 1.18 2.74 0.32 186.05 .123E+03 0.9 1.37 2.36 0.41 186.13 .195E+03 1.6 1.63 1.98 0.49 186.21 .296E+03 2.6 1.73 1.87 0.57 186.30 .428E+03 3.9 1.77 1.83 0.65 186.38 .596E+03 5.5 1.79 1.80 0.73 186.46 .772E+03 7.4 1.86 1.74 0.82 186.54 .956E+03 9.6 1.95 1.66 0.90 186.62 .115E+04 11.9 2.00 1.61 0.98 186.71 .137E+04 14.7 2.08 1.55 1.06 186.79 .159E+04 17.7 2.16 1.50 1.14 186.87 .182E+04 20.9 2.23 1.45 1.23 186.95 .207E+04 24.2 2.27 1.42 1.31 187.03 .235E+04 27.9 2.30 1.40 1.39 187.12 .267E+04 31.9 2.31 1.40 1.47 187.20 .303E+04 36.2 2.31 1.40 1.55 187.28 .344E+04 40.8 2.30 1.41 INFLOW : ID= 2 OUTFLOW: ID= 1 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 19904) 319.85 39.94 12.25 75.10 1.54 2.30 19503) 319.85 38.86 12.33 75.10 1.51 2.31 1 CALIB 1 STANDHYD ( 19103) Area (ha)= 1.53 1ID= 1 DT= 5.0 min Total Imp(%)= 22.00 Dir. Conn.(%!= 17.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.34 1.19 Dep. Storage (mm)= 2.00 7.98 Average Slope (%)= 1.00 2.00 Length (m)= 100.92 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= 155.69 64.11 5.00 15.00 2.15 (ii) 10.58 (ii) 5.00 15.00 0.31 0.09 0.11 0.13 *TOTALS* 0.226 (iii) 3.21 221.47 .163E+05 487.6 3.53 0.56 3.50 221.76 .186E+05 590.9 3.75 0.52 3.79 222.05 .210E+05 703.9 3.95 0.50 4.08 222.34 .235E+05 826.6 4.14 0.47 4.37 222.64 .261E+05 959.1 4.33 0.45 4.66 222.93 .288E+05 1062.1 4.34 0.45 4.96 223.22 .321E+05 1157.9 4.25 0.46 5.25 223.51 .361E+05 1295.3 4.23 0.46 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 19903) 321.37 38.96 12.33 75.01 1.22 1.59 OUTFLOW: ID= 1 ( 19502) 321.37 39.71 12.33 75.01 1.22 1.60 1 CALIB NASHYD ( 19102) Area (ha)= 19.48 Curve Number (CN)- 63.0 11D= 1 DT= 5.0 min Ia (mm)= 6.79 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.62 Unit Hyd Qpeak (cms)- 1.204 PEAK FLOW (cms)= 1.192 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 53.780 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.423 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 19902)1 1 1+ 2= 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 19102): 19.48 1.192 12.58 53.78 + ID2= 2 ( 19502): 321.37 39.712 12.33 75.01 ID = 3 ( 19902): 340.86 40.718 12.33 73.79 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 19501) 1 IN= 2---> OUT= 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.55 181.48 0.0600 44.82 181.12 0.0600 62.61 181.96 0.0600 70.99 180.32 0.0600 /0.0350 Main Channel 73.46 179.82 0.0350 Main Channel 74.45 179.85 0.0350 Main Channel 75.96 180.23 0.0350 /0.0600 Main Channel 78.89 181.04 0.0600 84.02 181.20 0.0600 93.54 180.98 0.0600 99.89 181.17 0.0600 100.87 102.20 107.13 107.96 108.94 113.39 181.23 181.10 181.02 181.05 180.97 181.03 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 61.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.10 179.92 .548E+01 0.1 0.20 180.02 .154E+02 0.5 0.30 180.12 .293E+02 1.2 0.40 180.22 .472E+02 2.3 0.52 180.34 .725E+02 4.2 0.63 180.46 .103E+03 7.1 0.75 180.57 .138E+03 10.6 0.87 180.69 .178E+03 14.8 0.98 180.80 .224E+03 19.8 1.10 180.92 .274E+03 25.5 1.21 181.03 .342E+03 31.1 1.33 181.15 .505E+03 38.9 1.44 181.26 .794E+03 52.1 1.56 181.38 .118E+04 72.5 1.67 181.49 .164E+04 99.9 1.79 181.61 .214E+04 136.1 1.90 181.73 .267E+04 178.6 2.02 181.84 .320E+04 227.1 2.13 181.96 .375E+04 281.6 INFLOW : ID= OUTFLOW: ID= AREA (ha) 2 ( 19902) 340.86 1 ( 19501) 340.86 VELOCITY TRAV.TIME (m/s) (min) 0.92 0.79 1.40 0.52 1.77 0.41 2.09 0.35 2.55 0.29 3.01 0.24 3.35 0.22 3.63 0.20 3.86 0.19 4.06 0.18 3.97 0.18 3.36 0.22 2.87 0.25 2.70 0.27 2.66 0.27 2.77 0.26 2.93 0.25 3.10 0.23 3.28 0.22 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 40.72 12.33 73.79 1.34 3.29 40.67 12.33 73.79 1.34 3.29 STLIB ANDHYD ( 19101)1 Area (ha)= 0.25 ID= 1 DT= 5.0 min Total Imp(%)= 23.61 Dir. Conn.(%)= 23.61 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.06 2.00 1.00 40.80 0.013 PERVIOUS (i) 0.19 8.47 2.00 40.00 0.250 155.69 74.53 5. 00 1.25 (ii) 10. 9.19 (ii) 5.00 10.00 0.33 0.12 0.03 0.03 12.08 12.08 125.20 50.15 127.20 127.20 0.98 0.39 `**** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.053 (iii) 12.08 67.84 127.20 0.53 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.05 179.39 .924E+01 0.1 0.10 179.44 .225E+02 0.2 0.15 179.49 .392E+02 0.4 0.21 179.55 .594E+02 0.8 0.28 179.62 .947E+02 1.6 0.35 179.69 .140E+03 2.7 0.42 179.76 .197E+03 4.2 0.49 179.83 .267E+03 6.2 0.57 179.91 .366E+03 8.6 0.64 179.98 .508E+03 11.9 0.71 180.05 .664E+03 16.2 0.78 180.12 .831E+03 21.2 0.85 180.20 .101E+04 26.7 0.93 180.27 .122E+04 33.0 1.00 180.34 .148E+04 39.9 1.07 180.41 .177E+04 48.6 1.14 180.48 .211E+04 53.3 1.21 180.56 .261E+04 63.9 1.29 180.63 .326E+04 81.6 INFLOW : ID= OUTFLOW: ID= VELOCITY TRAV.TIME (m/s) (min) 0.65 2.79 0.98 1.85 1.23 1.47 1.44 1.25 1.83 0.99 2.12 0.85 2.34 0.77 2.51 0.72 2.54 0.71 2.54 0.71 2.64 0.68 2.77 0.65 2.87 0.63 2.92 0.62 2.93 0.62 2.98 0.61 2.74 0.66 2.65 0.68 2.71 0.67 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2 ( 18103) 17.65 1.62 12.33 57.23 1 ( 18502) 17.65 1.62 12.33 57.23 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.28 1.83 0.28 1.83 1 CALIB ( 18102)1 Area (ha)= 6.42 IID= 1 DT= 5.0 min 1 Total Imp(%)= 26.00 Dir. Conn.(%)= 19.80 Surface Area (ha)= Dep. storage (mm)= Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 1.67 4.75 2.00 6.88 1.00 2.00 206.86 40.00 0.013 0.250 155.69 5.00 3.31 5.00 0.26 0.55 12.08 125.20 127.20 0.98 86.36 15.00 (ii) 10.79 (ii) 15.00 0.09 0.72 12.17 53.95 127.20 0.42 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 61.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. *TOTALS* 1.165 (iii) 12.08 68.06 127.20 0.54 1 ADD HYD ( 19901)1 1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 19101): 0.25 0.053 12.08 67.84 + ID2= 2 ( 19501): 340.86 40.672 12.33 73.79 ID = 3 ( 19901): 341.11 40.687 12.33 73.79 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 18103) Area (ha)= 17.65 curve Number (CN)= 66.0 IID= 1 DT= 5.0 min Ia (mm)= 7.43 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.39 Unit Hyd Qpeak (cms)= 1.719 PEAK FLOW (cms)= 1.618 (1) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 57.230 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.450 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 18502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 180.35 0.0600 0.97 180.28 0.0600 3.20 180.29 0.0600 5.42 180.18 0.0600 6.16 180.21 0.0600 6.91 180.17 0.0600 10.61 180.50 0.0600 14.32 180.55 0.0600 18.77 179.93 0.0600 26.03 179.84 0.0600 27.67 179.71 0.0600 28.64 179.55 0.0600 /0.0350 29.89 179.34 0.0350 31.36 179.35 0.0350 32.73 179.57 0.0350 /0.0300 41.81 180.32 0.0300 44.73 180.43 0.0300 68.50 180.63 0.0300 81.87 180.49 0.0300 90.27 180.46 0.0300 Main Channel Main Channel Main Channel Main Channel (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 18902)1 1 1 + 2 = 3 ID1= 1 ( 18102): + IN= 2 ( 18502): AREA (ha) 6.42 17.65 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.165 12.08 68.06 1.623 12.33 57.23 ID = 3 ( 18902): 24.06 2.301 12.25 60.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 18501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 180.35 0.0600 0.97 180.28 0.0600 3.20 180.29 0.0600 5.42 180.18 0.0600 6.16 180.21 0.0600 6.91 180.17 0.0600 10.61 180.50 0.0600 14.32 180.55 0.0600 18.77 179.93 0.0600 26.03 179.84 0.0600 27.67 179.71 0.0600 28.64 179.55 0.0600 /0.0350 29.89 179.34 0.0350 31.36 179.35 0.0350 32.73 179.57 0.0350 /0.0300 41.81 180.32 0.0300 44.73 180.43 0.0300 68.50 180.63 0.0300 81.87 180.49 0.0300 90.27 180.46 0.0300 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 179.39 .343E+01 0.1 0.76 0.88 0.10 179.44 .834E+01 0.2 1.15 0.58 0.15 179.49 .146E+02 0.5 1.45 0.46 0.21 179.55 .221E+02 0.9 1.70 0.39 0.28 179.62 .352E+02 1.9 2.15 0.31 0.35 179.69 .520E+02 3.2 2.50 0.27 0.42 179.76 .731E+02 5.0 2.76 0.24 0.49 179.83 .991E+02 7.3 2.96 0.23 0.57 179.91 .136E+03 10.1 2.99 0.22 0.64 179.98 .189E+03 14.1 2.99 0.22 0.71 180.05 .247E+03 19.1 3.11 0.22 0.78 180.12 .309E+03 25.0 3.26 0.21 0.85 180.20 .375E+03 31.5 3.38 0.20 0.93 180.27 .454E+03 38.9 3.44 0.19 1.00 180.34 .549E+03 47.1 3.45 0.19 1.07 180.41 .656E+03 57.3 3.51 0.19 1.14 180.48 .782E+03 62.8 3.23 0.21 1.21 180.56 .970E+03 75.3 3.12 0.21 1.29 180.63 .121E+04 96.1 3.20 0.21 INFLOW : ID= 2 ( 18902) OUTFLOW: ID= 1 ( 18501) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 24.06 2.30 12.25 60.12 24.06 2.25 12.25 60.12 <-pipe / channel-> MAX DEPTH MAX VEL 0.30 (2.25 0.30 2.23 TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 83.091 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.653 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 18101) Area (ha)= 0.33 ID= 1 DT= 5.0 min Total Imp(%)= 29.80 Dir. Conn.(%)= 29.80 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.10 2.00 1.00 46.85 0.013 155.69 5.00 1.36 5.00 0.33 0.04 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.23 11.95 2.00 40.00 0.250 53.25 15.00 (ii) 10.44 (ii) 15.00 0.09 0.02 12.17 35.97 127.20 0.28 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 50.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.060 (iii) 12.08 62.54 127.20 0.49 ADD HYD ( 18901)1 1+ 2= 3 ID1= 1 ( 18101): + 102= 2 ( 18501): AREA (ha) 0.33 24.06 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.060 12.08 62.54 2.253 12.25 60.12 ID = 3 ( 18901): 24.39 2.278 12.25 60.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 15110) ID= 1 DT= 5.0 min 1 Area (ha)= 16.10 curve Number (cN)= 83.0 Ia (mm). 7.07 # of Linear Res.(N)= 2.00 U.N. Tp(hrs)= 0.26 Unit Hyd Qpeak (cms)- 1.633 PEAK FLOW (cms)= 2.270 (i) INFLOW : ID= 2 ( 15111) 17.69 OUTFLOW: ID= 1 ( 15507) 17.69 2.50 12.17 79.01 2.51 12.17 79.01 0.38 0.38 2.06 2.06 ROUTEPIPE( 15601)1 PIPE Number = 1.00 IN= 2---> OUT= 1 II Diameter (mm)= 525.00 DT= 5.0 min Length (m)= 243.94 Slope (m/m)= 0.025 manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 746.51 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 2.51 (Ems) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.04 .215E+01 0.0 1.52 2.67 0.08 .599E+01 0.1 2.38 1.71 0.12 .108E+02 0.1 3.06 1.33 0.16 .164E+02 0.2 3.64 1.12 0.20 .224E+02 0.4 4.14 0.98 0.24 .289E+02 0.5 4.58 0.89 0.28 .357E+02 0.7 4.97 0.82 0.31 .427E+02 0.9 5.31 0.77 0.35 .498E+02 1.1 5.61 0.72 0.39 .570E+02 1.4 5.86 0.69 0.43 .641E+02 1.6 6.08 0.67 0.47 .711E+02 1.8 6.26 0.65 0.51 .778E+02 2.0 6.40 0.64 0.55 .843E+02 2.2 6.49 0.63 0.59 .904E+02 2.4 6.54 0.62 0.63 .960E+02 2.6 6.54 0.62 0.67 .101E+03 2.7 6.47 0.63 0.71 .105E+03 2.7 6.30 0.65 0.75 .107E+03 2.5 5.74 0.71 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 15507) 17.69 2.51 12.17 79.01 0.61 6.54 OUTFLOW: ID= 1 ( 15601) 17.69 2.50 12.25 79.01 0.61 6.54 CALIB STANDHYD ( 15109) Area (ha)= 9.10 ID= 1 DT= 5.0 min 1 Total Imp(%)= 68.20 Dir. Conn.(%)= 58.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 6.21 2.89 Dep. Storage (mm)= 2,00 5.65 Average Slope (%)= 6.00 2.00 Length (m)= 246.32 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= 155.69 5.00 2.15 5.00 1 CALIB 1 NASHYD ( 15111) 11D= 1 DT= 5.0 min Area (ha) - la (mm)= U.H. Tp(hrs)= unit Hyd Qpeak (cms)= 1.913 PEAK FLOW (cms)- 2.495 TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 79.007 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.621 17.69 Curve Number (CN)- 81.0 7.63 # of Linear Res.(N)= 2.00 0.24 (1) (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 15507)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY Main Channel Main Channel Main Channel Main Channel (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .459E+02 0.2 0.97 0.20 0.20 .104E+03 0.8 1.45 0.30 0.30 .174E+03 1.6 1.82 0.40 0.40 .256E+03 2.7 2.13 0.50 0.50 .349E+03 4.2 2.41 0.60 0,60 .455E+03 6.1 2.66 0.70 0.70 .573E+03 8.3 2.89 0.80 0.80 .703E+03 11.0 3.11 0.90 0.90 .845E+03 14.1 3.32 1.00 1.00 .999E+03 17.6 3.52 1.11 1.11 .119E+04 23.2 3.88 1.22 1.22 .141E+04 29.4 4.15 1.33 1.33 .166E+04 36.3 4.35 1.44 1.44 .195E+04 43.9 4.50 1.56 1.56 .226E+04 52.2 4.62 1.67 1.67 .260E+04 61.3 4.71 1.78 1.78 .297E+04 71.1 4.79 1.89 1.89 .337E+04 81.7 4.85 2.00 2.00 .379E+04 93.1 4.90 AREA (ha) <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) TRAV.TIME (min) 3.42 2.29 1.83 1.56 1.38 1.25 1.15 1.07 1.00 0.94 0.86 0.80 0.76 0.74 0.72 0.71 0.70 0.69 0.68 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) Unit Hyd. peak (cms)- 0.31 0.14 PEAK FLOW (cms)= 2.32 1.08 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 86.17 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.68 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.395 (iii) 12.08 109.16 127.20 0.86 RESERVOIR( 15402)1 IN= 2---> OUT= 1 DT= 5.0 min OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (ems) (ha.m.) 0.0000 0.0000 0.3110 0.2182 0.0020 0.0073 0.3640 0.2723 0.0050 0.0237 0.3950 0.3112 0.0080 0.0423 0.5090 0.3312 0.0090 0.0632 0.6230 0.3512 0.0110 0.0863 1 0.8370 0.3712 0.0110 0.0987 1.2500 0.3912 0.1160 0.1117 1.4630 0.4112 0.1600 0.1252 1 1.8760 0.4312 0.2480 0.1692 1 3.1280 0.4716 INFLOW : ID= 2 ( 15109) OUTFLOW: ID= 1 ( 15402) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 9.101 3.395 12.08 109.16 9.101 1.420 12.17 109.06 PEAK FLOW REDUCTION [QoUt/Qin](%)= 41.82 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)- 0.4075 CALIB STANDHYD ( 15108) Area (ha)= 2.31 11D= 1 DT= 5.0 min 1 Total Imp(%)= 45.40 Dir. Conn.(%)= 37.90 surface Area (ha)= Dep. storage (mm)= Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- IMPERVIOUS 1.05 2.00 1.00 124.23 0.013 155.69 5.00 2.44 (ii) 5.00 0.30 PERVIOUS 1.26 6.26 2.00 40.00 0.250 (i) 136.85 10.00 8.66 (ii) 10.00 0.12 10.00 (ii) 6.77 (ii) 10.00 PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)- (hrs). (mm)= 0.38 12.08 125.20 0.36 12.08 81.80 *TOTALS* 0.742 (iii) 12.08 98.25 TOTAL RAINFALL (mm)- 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.64 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. 127.20 0.77 ADD HYD ( 15907)1 1 + 2 = 3 ID1= 1 ( 15108): + ID2= 2 ( 15110): AREA (ha) 2.31 16.10 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.742 12.08 98.25 2.270 12.17 83.09 ID = 3 ( 15907): 18.42 2.800 12.08 85.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 15907)1 3 + 2 = 1 1 ID1= 3 ( 15907): + ID2= 2 ( 15402): AREA (ha) 18.42 9.10 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.800 12.08 85.00 1.420 12.17 109.06 ID = 1 ( 15907): 27.52 4.120 12.17 92.95 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 15907)1 1 + 2 = 3 1 ID1= 1 ( 15907): + ID2= 2 ( 15601): ID = 3 ( 15907): AREA (ha) 27.52 17.69 45.21 QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.120 12.17 92.95 2.503 12.25 79.01 6.612 12.17 87.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 15506)1 IN= 2---> OUT= 1 Routing time step (min).- 5.00 <------ DATA Distance 0.00 36.57 42.43 62.50 72.91 74.26 75.00 75.56 75.98 78.42 FOR SECTION Elevation 223.51 223.02 222.81 218.69 219.07 218.56 218.26 218.27 218.56 218.98 ( 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 0.0350 /0.1000 0.1000 Main Main Main Main Channel Channel Channel Channel Surface Area (ha)- Dep. Storage (mm) - Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.42 2.00 1.00 92.00 0.013 155.69 5.00 2.04 5.00 0.31 0.16 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.85 6.92 2.00 40.00 0.250 132.72 10.00 (ii) 8.34 (ii) 10.00 0.13 0.24 12.08 85.55 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY, *TOTALS* 0.403 (iii) 12.08 97.21 127.20 0.76 STLIB 1 ANDHYD ( 15106)1 Area (ha)= 6.32 ID= 1 DT= 5.0 min 1 Total Imp(%)- 44.00 Dir. Conn.(%)= 34.00 Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 2.78 2.00 1.80 205.25 0.013 155.69 5.00 2.76 5.00 0.28 0.93 12.08 125.20 127.20 0.98 PERVIOUS (i) 3.54 1.50 2.00 40.00 0.250 160.46 10.00 (ii) 8.60 (ii) 10.00 0.12 1.22 12.08 96.72 127.20 0.76 ***' * WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.148 (iii) 12.08 106.40 127.20 0.84 83.92 219.09 0.1000 85.59 218.89 0.1000 96.03 218.96 0.1000 107.05 219.53 0.1000 125.74 223.92 0.1000 130.17 224.23 0.1000 134.79 224.38 0.1000 141.81 224.51 0.1000 145.59 224.66 0.1000 149.72 224.54 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.30 218.56 .116E+03 0.6 0.62 218.88 .658E+03 3.4 0.94 219.20 .405E+04 14.7 1.26 219.52 .898E+04 40.8 1.58 219.85 .145E+05 81.4 1.91 220.17 .204E+05 134.0 2.23 220.49 .265E+05 198.0 2.55 220.81 .330E+05 273.1 2.87 221.13 .399E+05 359.2 3.19 221.45 .470E+05 456.3 3.51 221.77 .545E+05 564.4 3.83 222.09 .623E+05 683.5 4.15 222.41 .704E+05 813.9 4.48 222.74 .788E+05 955.7 4.80 223.06 .879E+05 1066.1 5.12 223.38 .990E+05 1162.1 5.44 223.70 .113E+06 1351.7 5.76 224.02 .126E+06 1579.3 6.08 224.34 .141E+06 1785.1 INFLOW : ID= 2 OUTFLOW: ID= 1 VELOCITY TRAV. TIME (m/s) (min) 1.73 3.31 1.78 3.22 1.25 4.58 1.56 3.67 1.93 2.97 2.26 2.53 2.57 2.23 2.84 2.02 3.10 1.85 3.34 1.72 3.56 1.61 3.77 1.52 3.97 1.44 4.17 1.37 4.17 1.37 4.03 1.42 4.13 1.39 4.29 1.33 4.36 1.31 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 15907) 45.21 6.61 12.17 87.50 0.71 1.59 15506) 45.21 6.29 12.25 87.50 0.70 1.61 1 CALIB 1 NASHYD ( 15105) ID= 1 DT= 5.0 min Area (ha)- Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.062 PEAK FLOW (cms)= 1.302 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 77.545 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.610 8.26 Curve Number (CN)- 80.0 8.22 # of Linear Res.(N)= 3.00 0.30 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 STANDHYD ( 15107) Area (ha)= 1.27 IID= 1 DT= 5.0 min Total Imp(%)= 32.90 Dir. Conn.(%)= 29.40 1 ADD + 2 YD ( 15906) 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 15106): 6.32 2.148 12.08 106.40 + ID2= 2 ( 15107): 1.27 0.403 12.08 97.21 ID = 3 ( 15906): 7.59 2.551 12.08 104.86 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 15401)1 IN= 2---> OUT= 1 II DT= 5.0 min OVERFLOW IS OFF OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.3172 0.2010 0.0010 0.0078 0.4254 0.2301 0.0037 0.0280 0.6163 0.2604 0.0096 0.0494 1.0470 0.2919 0.0118 0.0718 1.5333 0.3158 0.0214 0.0954 2,1106 0.3314 0.0688 0.1201 2.8358 0.3470 0.1368 0.1460 3.2553 0.3600 0.2204 0.1729 0.0000 0.0000 INFLOW ID= 2 ( 15906) OUTFLOW: ID= 1 ( 15401) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 7.589 2.551 12.08 104.86 7.589 1.373 12.17 104.60 PEAK FLOW REDUCTION [Qout/Qin](%)= 53.81 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)= 0.3118 ROUTE CHN( 15505)1 IN= 2---> OUT= 1 Routing time step (min)'- 5.00 DATA FOR SECTION ( Distance Elevation 0.00 220.84 8.58 220.52 13.06 219.74 20.06 217.41 27.52 214.19 40.14 208.39 41.60 207.56 45.56 206.45 47.15 205.91 48.22 205.59 52.71 205.75 56.96 207.07 63.04 208.97 67.81 210.18 71.45 211.84 74.17 213.38 77.35 215.35 80.53 217.16 89.53 219.50 127.72 219.39 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Channel Main Channel Main Channel TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.16 205.75 .158E+03 0.4 1.07 6.18 0.88 206.47 .224E+04 22.7 4.03 1.65 1.59 207.19 .566E+04 72.5 5.10 1.30 2.31 207.90 .104E+05 150.6 5.75 1.15 3.03 208.62 .163E+05 257.3 6.30 1.05 3.75 209.34 .232E+05 392.3 6.73 0.99 4.47 210.06 .314E+05 558.2 7.08 0.94 5.18 210.78 .407E+05 761.5 7.45 0.89 5.90 211.49 .509E+05 998.8 7.81 0.85 6.62 212.21 .621E+05 1271.3 8.16 0.81 7.34 212.93 .740E+05 1579.1 8.51 0.78 8.06 213.65 .867E+05 1922.3 8.83 0.75 8.77 214.37 .100E+06 2301.4 9.15 0.73 9.49 215.08 .115E+06 2715.8 9.45 0.70 10.21 215.80 .130E+06 3166.4 9.73 0.68 10.93 216.52 .146E+06 3654.6 10.00 0.66 11.65 217.24 .163E+06 4178.0 10.25 0.65 12.36 217.96 .180E+06 4703.8 10.39 0.64 13.08 218.67 .200E+06 5278.0 10.53 0.63 INFLOW : ID= 2 ( 15401) OUTFLOW: ID= 1 ( 15505) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.59 1.37 12.17 104.60 0.19 1.11 7.59 1.20 12.33 104.60 0.18 1.10 ADD HYD ( 15905)1 1 + 2 = 3 ID1= 1 ( 15105): + ID2= 2 ( 15505): AREA (ha) 8.26 7.59 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.302 12.25 77.55 1.204 12.33 104.60 ID = 3 ( 15905): 15.85 2.460 12.25 90.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 15905)1 3 + 2 = 1 1 ID1= 3 ( 15905): + ID2- 2 ( 15506): AREA (ha) 15.85 45.21 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.460 12.25 90.50 6.288 12.25 87.50 ID = 1 ( 15905): 61.05 8.748 12.25 88.28 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 15504)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 30.10 209.81 33.99 209.69 37.22 209.27 41.80 207.97 1.1) > Manning 0.1000 0.1000 0.1000 0.1000 1 ADD HYD ( 15904)1 1 + 2 = 3 ID1= 1 ( 15104): + ID2= 2 ( 15504): AREA (ha) 5.72 61.05 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.836 12.25 71.38 8.726 12.25 88.28 ID = 3 ( 15904): 66.77 9.562 12.25 86.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 15503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA Distance 30.10 33.99 37.22 41.80 43.71 68.79 70.82 73.12 74.47 76.12 104.30 107.85 113.53 116.48 136.59 139.72 150.00 FOR SECTION Elevation 209.81 209.69 209.27 207.97 207.02 195.32 194.94 194.64 194.34 194.57 207.26 208.90 210.59 211.28 211.96 211.88 211.88 ( 1.1) Manning 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 /0.0350 0.0350 0.0350 /0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 Main Main Main Channel Channel Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.23 194.57 .101E+03 0.4 1.20 4.43 1.15 195.49 .202E+04 19.0 3.00 1.77 2.06 196.40 .543E+04 65.0 3.81 1.39 2.98 197.32 .100E+05 138.3 4.40 1.21 3.90 198.23 .158E+05 240.9 4.87 1.09 4.81 199.15 .227E+05 375.2 5.27 1.01 5.73 200.06 .307E+05 543.4 5.63 0.94 6.64 200.98 .400E+05 748.1 5.96 0.89 7.56 201.89 .504E+05 991.7 6.27 0.85 8.47 202.81 .620E+05 1276.4 6.56 0.81 9.39 203.72 .747E+05 1604.5 6.84 0.78 10.30 204.64 .886E+05 1978.3 7.11 0.75 11.22 205.55 .104E+06 2399.9 7.38 0.72 12.13 206.47 .120E+06 2871.5 7.63 0.70 13.05 207.39 .137E+06 3396.3 7.88 0.67 13.97 208.30 .156E+06 3964.6 8.11 0.65 14.88 209.22 .176E+06 4562.1 8.27 0.64 15.80 210.13 .198E+06 5117.4 8.22 0.65 16.71 211.05 .223E+06 5954.2 8.52 0.62 43.71 207.02 0.1000 68.79 195.32 0.1000 70.82 194.94 0.1000 73.12 194.64 0.1000 /0.0350 74.47 194.34 0.0350 76.12 194.57 0.0350 /0.1000 104.30 207.26 0.1000 107.85 208.90 0.1000 113.53 210.59 0.1000 116.48 211.28 0.1000 136.59 211.96 0.1000 139.72 211.88 0.1000 150.00 211.88 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY Main Channel Main Channel Main Channel (m) (m) (cu.m.) (cms) (m/s) 0.23 194.57 .381E+02 0.4 1.20 1.15 195.49 .763E+03 19.0 3.00 2.06 196.40 .205E+04 65.1 3.82 2.98 197.32 .379E+04 138.6 4.41 3.90 198.23 .596E+04 241.3 4.88 4.81 199.15 .857E+04 375.8 5.28 5.73 200.06 .116E+05 544.3 5.64 6.64 200.98 .151E+05 749.3 5.97 7.56 201.89 .191E+05 993.3 6.28 8.47 202.81 .234E+05 1278.4 6.57 9.39 203.72 .282E+05 1607.1 6.85 10.30 204.64 .335E+05 1981.4 7.13 11.22 205.55 .392E+05 2403.7 7.39 12.13 206.47 .453E+05 2876.1 7.64 13.05 207.39 .519E+05 3401.7 7.89 13.97 208.30 .589E+05 3970.9 8.12 14.88 209.22 .665E+05 4569.4 8.28 15.80 210.13 .750E+05 5125.6 8.23 16.71 211.05 .842E+05 5963.7 8.53 INFLOW : ID= 2 ( 15905) OUTFLOW: ID= 1 ( 15504) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 61.05 8.75 12.25 88.28 61.05 8.73 12.25 88.28 TRAV.TIME (min) 1.67 0.67 0.53 0.46 0.41 0.38 0.36 0.34 0.32 0.31 0.29 0.28 0.27 0.26 0.25 0.25 0.24 0.24 0.24 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.65 1.64 0.64 1.64 1 CALIB NASHYD ( 15104) Area (ha)= 5.72 Curve Number (CN)= 77.0 11D=1 DT= 5.0 min Ia (mm)= 9.68 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.29 Unit Hyd Qpeak (cms)- 0.746 PEAK FLOW (cms)- 0.836 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 71.384 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.561 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 15103) Area (ha)- 11D- 1 DT= 5.0 min Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.293 PEAK FLOW (cms)= 0.196 (l) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 41.950 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.330 2.96 Curve Number (CN)= 54.0 8.66 # of Linear Res.(N)= 3.00 0.39 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 15903)1 1 1 + 2 = 3 ID1= 1 ( 15103): + ID2= 2 ( 15503): AREA (ha) 2,96 66.77 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.196 12.33 41.95 9.666 12.33 86.83 ID = 3 ( 15903): 69.74 9.862 12.33 84.92 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 15502)1 1 IN= 2---> OUT= 1 1 Routing time step (min) '= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 183.91 0.0600 37.71 183.84 0.0600 44.71 183.90 0.0600 45.32 183.84 0.0600 60.55 183.64 0.0600 65.32 184.07 0.0600 69.86 184.02 0.0600 70.47 184.04 0.0600 73.04 183.90 0.0600 76.44 182.44 0.0600 /0.0350 77.47 182.14 0.0350 78.20 182.16 0.0350 78.86 182.44 0.0350 /0.1000 79.85 183.06 0.1000 80.46 183.27 0.1000 82.09 183.18 0.1000 83.80 183.15 0.1000 90.32 183.78 0.1000 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 15904) OUTFLOW: ID= 1 ( 15503) AREA (ha) 66.77 66.77 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 9.56 12.25 86.83 9.67 12.33 86.83 <-pipe / channel-> MAX DEPTH MAX VEL 0.69 (1.70 0.69 1.71 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 182.24 .118E+02 0.1 1.01 2.13 0.20 182.34 .317E+02 0.4 1.51 1.42 0.30 182.44 .591E+02 0.9 1.90 1.13 0.40 182.54 .935E+02 1.8 2.47 0.87 0.50 182.64 .133E+03 3.0 2.90 0.74 0.60 182.75 .178E+03 4.5 3.24 0.67 0.71 182.85 .228E+03 6.2 3.51 0.61 0.81 182.95 .284E+03 8.2 3.75 0.57 0.91 183.05 .344E+03 10.5 3.95 0.55 1.01 183.15 .411E+03 13.1 4.12 0.52 1.11 183.25 .515E+03 15.9 3.98 0.54 1.22 183.36 .659E+03 19.4 3.81 0.56 1.32 183.46 .820E+03 23.5 3.71 0.58 1.42 183.56 .998E+03 28.2 3.65 0.59 1.52 183.66 .119E+04 32.4 3.50 0.61 1.62 183.76 .149E+04 37.2 3.23 0.67 1.72 183.87 .195E+04 43.8 2.90 0.74 1.83 183.97 .295E+04 57.5 2.52 0.86 1.93 184.07 .407E+04 77.3 2.45 0.88 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 15903) 69.74 9.86 12.33 84.92 0.88 3.89 OUTFLOW: ID= 1 ( 15502) 69.74 9.89 12.33 84.92 0.88 3.89 CALIB STANDHYD ( 15102)1 Area (ha)= 3.38 ID= 1 DT= 5.0 min 1 Total Imp(%)= 34.70 Dir. Conn.(%)= 28.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.17 2.20 Dep. Storage (mm)= 2.00 7.50 Average Slope (50= 1.00 2.00 Length (m)= 150.02 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 75.63 5.00 15.00 2.73 (ii) 10.62 (ii) 5.00 15.00 0.29 0.09 0.41 12.08 125.20 127.20 0.98 0.29 12.17 46.79 127.20 0.37 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 55.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.662 (iii) 12.08 68.98 127.20 0.54 1 ADD HYD ( 15902)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 15102): 3.38 0.662 12.08 68.98 CALIB STANDHYD ( 15101)1 Area (ha)= 0.23 ID= 1 DT= 5.0 min 1 Total Imp(50= 37.50 Dir. Conn.(%)- 27.70 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.08 0.14 Dep. Storage (mm)= 2.00 8.59 Average slope (0= 1.00 2.00 Length (m)= 38.85 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 92.52 5.00 10.00 1.21 (ii) 8.49 (ii) 5.00 10.00 0.33 0.12 0.03 12.08 125.20 127.20 0.98 0.03 12.08 53.90 127.20 0.42 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 60.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.054 (iii) 12.08 73.63 127.20 0.58 1 ADD HYD ( 15901)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 15101): 0.23 0.054) 12.08cms rs) 73.63) + ID2= 2 ( 15501): 73.11 10.115 12.33 84.19 ID = 3 ( 15901): 73.3410.130 12.33 84.15 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 6103)1 Area (ha)= 46.26 Curve Number (CN)- 50.0 ID= 1 DT= 5.0 min Ia (mm)= 9.92 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 2.91 Unit Hyd Qpeak (cros)= 0.607 PEAK FLOW (cms)= 0.585 (i) TIME TO PEAK (hrs)= 15.417 RUNOFF VOLUME (mm)= 37.046 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.291 + ID2= 2 ( 15502): 69.74 9.892 12.33 84.92 ID = 3 ( 15902): 73.11 10.137 12.33 84.19 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 15501)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 15.40 179.88 0.0600 20.36 179.06 0.0600 28.15 178.86 0.0600 63.36 179.20 0.0600 67.37 179.83 0.0600 75.61 179.52 0.0600 76.32 179.05 0.0600 /0.0350 Main Channel 77.03 178.42 0.0350 Main channel 78.33 178.33 0.0350 Main Channel 79.16 178.79 0.0350 /0.0600 Main Channel 83.83 180.39 0.0600 86.23 180.75 0.0600 90.22 180.99 0.0600 94.01 180.95 0.0600 107.45 179.55 0.0600 110.99 179.53 0.0600 115.94 180.95 0.0600 127.26 180.68 0.0600 130.78 180.92 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 178.44 .583E+01 0.1 1.20 0.79 0.23 178.56 .171E+02 0.6 2.11 0.45 0.35 178.67 .305E+02 1.5 2.74 0.35 0.46 178.79 .462E+02 2.6 3.25 0.29 0.61 178.94 .939E+02 5.0 3.06 0.31 0.76 179.08 .303E+03 11.4 2.14 0.44 0.90 179.23 .664E+03 25.8 2.22 0.43 1.05 179.38 .108E+04 50.2 2.65 0.36 1.20 179.52 .152E+04 82.1 3.08 0.31 1.34 179.67 .203E+04 117.8 3.31 0.29 1.49 179.82 .261E+04 162.7 3.56 0.27 1.64 179.97 .324E+04 223.7 3.94 0.24 1.79 180.11 .389E+04 295.0 4.33 0.22 1.93 180.26 .456E+04 375.2 4.70 0.20 2.08 180.41 .525E+04 464.1 5.05 0.19 2.23 180.55 .597E+04 561.2 5.38 0.18 2.37 180.70 .670E+04 665.6 5.67 0.17 2.52 180.85 .751E+04 771.1 5.87 0.16 2.67 181.00 .843E+04 891.8 6.05 0.16 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 15902) 73.11 10.14 12.33 84.19 0.73 2.27 OUTFLOW: ID= 1 ( 15501) 73.11 10.12 12.33 84.19 0.73 2.27 1 NASHYD ( 6104)1 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.162 PEAK FLOW (cms)- 0.189 TIME TO PEAK (hrs)= 15.000 RUNOFF VOLUME (mm)= 45.266 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.356 11.23 Curve Number (CN)- 55.0 4.97 # of Linear Res.(N)= 3.00 2.65 (i) (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 6504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'. 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .243E+02 0.1 0.31 5.71 0.20 0.20 .549E+02 0.2 0.46 3.82 0.30 0.30 .918E+02 0.5 0.58 3.05 0.40 0.40 .135E+03 0.9 0.67 2.61 0.50 0.50 .185E+03 1.3 0.76 2.31 0.60 0.60 .241E+03 1.9 0.84 2.09 0.70 0.70 .303E+03 2.6 0.91 1.92 0.80 0.80 .371E+03 3.5 0.98 1.79 0.90 0.90 .446E+03 4.4 1.05 1.67 1.00 1.00 .527E+03 5.6 1.11 1.58 1.11 1.11 .629E+03 7.3 1.23 1.43 1.22 1.22 .746E+03 9.3 1.31 1.34 1.33 1.33 .879E+03 11.5 1.38 1.28 1.44 1.44 .103E+04 13.9 1.42 1.23 1.56 1.56 .119E+04 16.5 1.46 1.20 1.67 1.67 .137E+04 19.4 1.49 1.18 1.78 1.78 .157E+04 22.5 1.51 1.16 1.89 1.89 .178E+04 25.8 1.53 1.15 2.00 2.00 .200E+04 29.4 1.55 1.13 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 6104) 11.23 0.19 15.00 45.27 0.17 0.40 OUTFLOW: ID= 1 ( 6504) 11.23 0.19 15.08 45.27 0.17 0.40 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 ADD HYD ( 6903)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6103): 46.26 0.585 15.42 37.05 + ID2= 2 ( 6504): 11.23 0.189 15.08 45.27 ID = 3 ( 6903): 57.49 0.773 15.33 38.65 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 6502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 8.84 180.31 12.43 180.00 15.32 19.68 20.15 22.26 22.98 23.49 24.39 26.12 28.64 30.05 31.47 33.84 34.10 35.71 36.02 38.47 44.58 47.95 179.95 179.58 179.55 179.43 179.45 179.53 179.63 179.65 179.42 179.29 179.11 179.24 179.46 179.84 180.05 179.66 179.71 179.86 ( 1.1) > Manning 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.04 179.15 .445E+01 0.0 0.26 0.08 179.19 .178E+02 0.0 0.41 0.12 179.23 .400E+02 0.1 0.53 0.16 179.27 .700E+02 0.2 0.68 0.20 179.31 .104E+03 0.4 0.82 0.24 179.34 .141E+03 0.6 0.94 0.28 179.38 .183E+03 0.9 1.05 0.32 179.42 .228E+03 1.2 1.15 0.36 179.46 .285E+03 1.6 1.26 0.40 179.50 .356E+03 2.1 1.33 0.44 179.54 .440E+03 2.7 1.37 0.48 179.58 .539E+03 3.4 1.39 0.52 179.62 .650E+03 4.2 1.41 0.55 179.66 .782E+03 5.0 1.41 0.59 179.70 .951E+03 6.0 1.39 0.63 179.74 .116E+04 7.2 1.36 0.67 179.78 .138E+04 8.5 1.35 0.71 179.82 .163E+04 9.9 1.35 0.75 179.86 .188E+04 11.5 1.35 INFLOW : ID= 2 ( 6903) OUTFLOW: ID= 1 ( 6502) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 57.49 0.77 15.33 38.65 57.49 0.77 15.33 38.65 TRAV.TIME (min) 14.39 9.06 6.92 5.39 4.46 3.90 3.50 3.20 2.92 2.77 2.69 2.64 2.60 2.61 2.64 2.70 2.73 2.73 2.72 <-pipe / channel-> MAX DEPTH MAX VEL 0.26 (1 01 0.26 1.01 < 125.92 131.24 133.40 134.40 134.94 140.58 143.05 150.73 151.22 178.16 177.64 177.69 177.55 177.62 177.79 177.83 178.01 178.09 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.06 177.51 .131E+02 0.0 0.21 0.11 177.57 .530E+02 0.1 0.32 0.21 177.67 .208E+03 0.5 0.50 0.32 177.77 .537E+03 1.5 0.55 0.42 177.87 .113E+04 3.3 0.57 0.52 177.97 .194E+04 6.3 0.62 0.62 178.07 .292E+04 10.6 0.70 0.72 178.17 .402E+04 16.3 0.78 0.82 178.28 .520E+04 23.4 0.87 0.92 178.38 .645E+04 31.6 0.94 1.02 178.48 .777E+04 41.5 1.03 1.12 178.58 .912E+04 52.7 1.11 1.22 178.68 .105E+05 65.0 1.19 1.33 178.78 .120E+05 78.5 1.26 1.43 178.88 .134E+05 93.1 1.33 1.53 178.98 .150E+05 109.0 1.40 1.63 179.08 .168E+05 120.1 1.37 1.73 179.18 .190E+05 138.5 1.41 1.83 179.29 .212E+05 158.7 1.44 INFLOW : ID= 2 ( OUTFLOW: ID= 1 ( AREA (ha) 6902) 90.66 6501) 90.66 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.64 12.08 43.94 3.82 12.17 43.94 TRAV.TIME (min) 15.64 9.96 6.40 5.82 5.67 5.14 4.60 4.12 3.70 3.40 3.12 2.89 2.70 2.54 2.40 2.29 2.34 2.28 2.22 <-pipe / channel-> MAX DEPTH MAX VEL 0.46 (0 59 0.43 0.58 STANDHYD ( 6101)1 ID= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 9.37 Total Imp(%)= 42.50 (ha) - (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cps) - TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= Dir. Conn.(%)= 32.30 IMPERVIOUS PERVIOUS (i) 3.98 5.39 2.00 5.65 1.00 2.00 249.88 40.00 0.013 0.250 155.69 5.00 3.71 5.00 0.25 1.29 12.08 125.20 127.20 72.05 15.00 (ii) 11.75 (ii) 15.00 0.09 0.65 12.17 42.07 127.20 *TOTALS* 1.843 (iii) 12.08 68.92 127.20 CALIB STANDHYD ( 6102) Area (ha)= 33.17 IID= 1 DT= 5.0 min Total Imp(%)= 30.00 Dir. Conn.(%)= 23.00 IMPERVIOUS PERVIOUS (l) Surface Area (ha)= 9.95 23.22 Dep. Storage (mm)= 2.00 8.57 Average Slope (%)= 1.00 2.00 Length (m)= 470.28 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 5.00 5.42 5.00 0.20 3.14 12.08 125.20 127.20 0.98 50.46 15.00 (ii) 14.70 (ii) 15.00 0.08 1.75 12.17 31.56 127.20 0.25 (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 41.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 4.583 (iii) 12.08 53.10 127.20 0.42 1 AD YD ( 6902) 1D + 2 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 6102): 33.17 4.583 12.08 53.10 + ID2= 2 ( 6502): 57.49 0.772 15.33 38.65 ID = 3 ( 6902): 90.66 4.637 12.08 43.94 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 6501)1 1 IN= 2---> OUT= 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 36.58 179.03 0.0600 61.08 179.01 0.0600 74.61 177.58 0.0600 /0.0350 76.60 177.46 0.0350 79.58 177.57 0.0350 /0.0600 93.16 178.30 0.0600 95.18 178.32 0.0600 103.22 179.29 0.0600 111.30 178.99 0.0600 115.29 177.83 0.0600 121.41 177.76 0.0600 Main Channel Main Channel Main Channel RUNOFF COEFFICIENT = 0.98 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 48.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.54 1 ADD HYD ( 6901) 1 1D + 2 ID1= 1 ( 6101): + 102= 2 ( 6501): AREA (ha) 9.37 90.66 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.843 12.08 68.92 3.824 12.17 43.94 ID = 3 ( 6901): 100.03 5.517 12.08 46.28 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 7105) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 11.64 Curve Number (CN) 61.0 7.92 # of Linear Res.(N)= 3.00 0.52 Unit Hyd Qpeak (cms)= 0.855 PEAK FLOW (cms)- 0.756 (l) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 50.509 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.397 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 7503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 30.22 181.40 0.0600 45.27 46.51 52.39 66.34 67.07 68.51 70.75 72.11 72.53 72.83 73.89 76.16 80.85 81.59 82.33 87.60 97.62 181.68 181.61 181.81 182.08 182.21 182.21 181.31 180.84 180.81 180.87 181.31 182.05 182.31 182.46 182.51 182.45 182.57 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 > Main Channel Main Channel Main Channel Main Channel Main Channel < 125.75 139.70 182.13 0.0600 182.38 0.0600 TRAVEL TIME TABLE THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 180.89 .254E+01 0.0 0.81 0.17 180.98 .732E+01 0.2 1.26 0.25 181.06 .139E+02 0.5 1.60 0.33 181.14 .222E+02 0.9 1.89 0.42 181.23 .324E+02 1.4 2.16 0.50 181.31 .443E+02 2.2 2.40 0.60 181.41 .606E+02 3.5 2.86 0.69 181.50 .935E+02 5.3 2.80 0.79 181.60 .154E+03 8.0 2.53 0.89 181.70 .250E+03 11.7 2.30 0.99 181.80 .373E+03 17.4 2.29 1.08 181.89 .517E+03 24.4 2.31 1.18 181.99 .688E+03 33.1 2.36 1.28 182.09 .885E+03 43.9 2.43 1.37 182.18 .111E+04 57.7 2.55 1.47 182.28 .140E+04 74.7 2.61 1.57 182.38 .176E+04 96.8 2.70 1.67 182.48 .216E+04 122.8 2.79 1.76 182.57 .265E+04 153.2 2.84 INFLOW : ID= 2 ( 7105) OUTFLOW: ID= 1 ( 7503) AREA (ha) 11.64 11.64 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.76 12.50 50.51 0.76 12.50 50.51 TRAV.TIME (min) 1.01 0.65 0.51 0.43 0.38 0.34 0.29 0.29 0.32 0.36 0.36 0.35 0.35 0.34 0.32 0.31 0.30 0.29 0.29 <-pipe / channel-> MAX DEPTH MAX VEL 0.31 (1.81 0.31 1.81 CALIB STANDHYD ( 7104)1 Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 1.02 Imp(%)= 32.00 Dir. Conn.(%)= IMPERVIOUS 0.33 2.00 1.00 82.51 0.013 155.69 5.00 1.91 5.00 0.32 0.11 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.69 5.21 2.00 40.00 0.250 61.03 15.00 (ii) 10.51 (ii) 15.00 0.09 0.07 12.17 38.19 127.20 0.30 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL 25.00 *TOTALS* 0.174 (iii) 12.08 59.93 127.20 0.47 1.76 182.57 .703E+03 INFLOW : ID= 2 ( 7903) OUTFLOW: ID= 1 ( 7502) AREA (ha) 12.66 12.66 28.5 0.53 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.80 12.50 51.27 0.80 12.50 51.27 **** WARNING: COMPUTATIONS FAILED TO CONVERGE. 0.41 <-pipe / channel-> MAX DEPTH MAX VEL 0.64 (0 53 0.64 0.53 CALIB STANDHYD ( 7103) ID= 1 DT= 5.0 min surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 3.44 Total Imp(%)= 24.00 (ha)= (mm)= % (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = Dir. Conn.(%)= IMPERVIOUS PERVIOUS (i) 0.83 2.62 2.00 5.57 1.00 2.00 151.50 40.00 0.013 0.250 155.69 5.00 2.75 5.00 0.28 0.27 12.08 125.20 127.20 0.98 69.08 15.00 (ii) 10.93 (ii) 15.00 0.09 0.31 12.17 43.89 127.20 0.35 " * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 18.00 *TOTALS* 0.534 (iii) 12.08 58.52 127.20 0.46 IADD HYD ( 7902)1 1 + 2 = 3 ID1= 1 ( 7103): + ID2= 2 ( 7502): AREA (ha) 3.44 12.66 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.534 12.08 58.52 0.804 12.50 51.27 ID = 3 ( 7902): 16.10 1.039 12.08 52.82 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 11 ADD HYD ( 7903) 1 D + 2 ID1= 1 ( 7104): + ID2= 2 ( 7503): AREA (ha) 1.02 11.64 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.174 12.08 59.93 0.756 12.50 50.51 ID = 3 ( 7903): 12.66 0.798 12.50 51.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 7502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------ Distance Elevation Manning 30.22 181.40 0.0600 45.27 181.68 0.0600 46.51 181.61 0.0600 52.39 181.81 0.0600 66.34 182.08 0.0600 67.07 182.21 0.0600 68.51 182.21 0.0600 70.75 181.31 0.0600 /0.0350 72.11 180.84 0.0350 72.53 180.81 0.0350 72.83 180.87 0.0350 73.89 181.31 0.0350 /0.0600 76.16 182.05 0.0600 80.85 182.31 0.0600 81.59 182.46 0.0600 82.33 182.51 0.0600 87.60 182.45 0.0600 97.62 182.57 0.0600 125.75 182.13 0.0600 139.70 182.38 0.0600 Main Channel Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.08 180.89 .675E+0.) 0 0.0 0.15 1,44 0.17 180.98 .194E+01 0.0 0.23 0.93 0.25 181.06 .369E+01 0.1 0.30 0.73 0.33 181.14 .590E+01 0.2 0.35 0.62 0.42 181.23 .860E+01 0.3 0.40 0.54 0.50 181.31 .118E+02 0.4 0.45 0.49 0.60 181.41 .161E+02 0.7 0.53 0.41 0.69 181.50 .248E+02 1.0 0.52 0.42 0.79 181.60 .409E+02 1.5 0.47 0.46 0.89 181.70 .664E+02 2.2 0.43 0.51 0.99 181.80 .991E+02 3.2 0.42 0.51 1.08 181.89 .137E+03 4.5 0.43 0.51 1.18 181.99 .183E+03 6.1 0.44 0.49 1.28 182.09 .235E+03 8.2 0.45 0.48 1.37 182.18 .295E+03 10.7 0.47 0.46 1.47 182.28 .372E+03 13.9 0.49 0.45 1.57 182.38 .467E+03 18.0 0.50 0.43 1.67 182.48 .574E+03 22.8 0.52 0.42 Distance Elevation 36.14 179.10 40.86 178.96 43.22 178.99 52.67 178.88 57.73 178.96 67.38 178.94 69.40 178.98 73.82 178.57 75.43 178.10 76.81 178.10 77.86 178.55 81.73 178.76 95.18 178.98 99.56 179.12 103.50 179.01 106.99 178.92 109.22 178.98 112.50 178.78 127.28 179.09 129.39 179.28 Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m (cms) 0.05 178.15 .410E+0.) 1 0.0 0.10 178.20 .898E+01 0.1 0.15 178.25 .146E+02 0.2 0.20 178.30 .211E+02 0.3 0.25 178.35 .283E+02 0.4 0.30 178.40 .362E+02 0.6 0.35 178.45 .450E+02 0.8 0.40 178.50 .545E+02 1.1 0.45 178.55 .648E+02 1.4 0.51 178.61 .787E+02 1.8 0.56 178.66 .973E+02 2.3 0.62 178.72 .121E+03 2.9 0.67 178.77 .149E+03 3.6 0.73 178.83 .190E+03 4.4 0.78 178.88 .254E+03 5.4 0.84 178.94 .355E+03 6.7 0.89 178.99 .540E+03 8.6 0.95 179.05 .774E+03 11.6 1.00 179.10 .103E+04 15.5 Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 0.33 0.50 0.62 0.73 0.83 0.91 0.99 1.07 1.14 1.23 1.29 1.31 1.32 1.25 1.15 1.01 0.85 0.81 0.81 TRAV.TIME (min) 2.73 1.81 1.44 1.23 1.08 0.98 0.90 0.84 0.79 0.73 0.70 0.68 0.68 0.72 0.78 0.89 1.05 1.11 1.11 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7902) 16.10 1.04 12.08 52.82 0.39 1.05 OUTFLOW: ID= 1 ( 7501) 16.10 1.03 12.33 52.82 0.39 1.05 CALIB ISTANDHYD ( 7101) Area (ha)= 0.77 IC 1 DT= 5.0 min Total Imp(%)= 40.70 Dir. Conn.(%)= 33.00 IROUTE CHN( 7501)1 IN= 2---> OUT= 1 ! Routing time step (min)'= 5.00 DATA FOR SECTION ( 1.1) Surface Area Dep. Storage Average Slope Length (ha)= (mm)= (%)- (m)= IMPERVIOUS 0.32 2.00 1.00 71.85 PERVIOUS (1) 0.46 9.05 2.00 40.00 Mannings n = 0.013 0.250 RUNOFF COEFFICIENT = 0.675 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 66.76 5.00 15.00 1.76 (ii) 10.05 (ii) 5.00 15.00 0.32 0.10 0.11 12.08 125.20 127.20 0.98 0.05 12.17 40.22 127.20 0.32 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.157 (iii) 12.08 68.26 127.20 0.54 ADD HYD ( 7901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 7101): 0.77 0.157 12.08 68.26 + ID2= 2 ( 7501): 16.10 1.031 12.33 52.82 ID = 3 ( 7901): 16.88 1.146 12.08 53.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB I NASHYD ( 9108)1 Area (ha)= 2.08 Curve Number (CN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)= 4.81 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)- 0.251 PEAK FLOW (cms)= 0.345 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)- 85.856 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.675 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASHYD ( 9107)1 Area (ha)= 4.18 Curve Number (CN)= 83.0 ID= 1 DT= 5.0 min I Ia (mm)= 4.82 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.27 Unit Hyd Qpeak (cms)- 0.596 PEAK FLOW TIME TO PEAK RUNOFF VOLUME TOTAL RAINFALL (cms)= 0.768 (i) (hrs)= 12.167 (mm)= 85.822 (mm)= 127.200 1.00 1.00 .700E+04 39.5 7.90 2.95 1.11 1.11 .835E+04 52.0 8.71 2.68 1.22 1.22 .990E+04 65.9 9.31 2.50 1.33 1.33 .117E+05 81.4 9.76 2.39 1.44 1.44 .136E+05 98.4 10.10 2.31 1.56 1.56 .158E+05 117.1 10.37 2.25 1.67 1.67 .182E+05 137.5 10.57 2.21 1.78 1.78 .208E+05 159.5 10.74 2.17 1.89 1.89 .236E+05 183.3 10.88 2.14 2.00 2.00 .266E+05 208.8 10.99 2.12 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9111) 88.29 6.56 12.67 70.03 0.41 4.85 OUTFLOW: ID= 1 ( 9509) 88.29 6.54 12.75 70.03 0.41 4.85 1 ADD HYD ( 9908)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 9110): 30.14 3.738 12.25 74.68 + ID2= 2 ( 9509): 88.29 6.542 12,75 70.03 ID = 3 ( 9908): 118.43 8.946 12.58 71.22 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 9508)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 229.97 0.0800 0.41 229.97 0.0800 4.25 229.19 0.0800 5.82 229.01 0.0800 14.33 228.82 0.0800 16.46 228.70 0.0800 /0.0550 Main channel 19.27 228.59 0.0550 Main Channel 19.75 228.61 0.0550 Main Channel 20.55 228.71 0.0550 /0.0500 Main Channel 21.30 228.83 0.0500 21.89 228.73 0.0500 24.82 228.74 0.0500 27.04 229.27 0.0500 28.63 229.86 0.0500 29.79 230.10 0.0500 30.24 230.15 0.0500 33.00 230.28 0.0500 33.96 230.23 0.0500 36.21 230.32 0.0500 38.77 230.29 0.0500 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I CALIB NASHYD ( 9110) Area (ha)= 30.14 Curve Number (CN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 8.90 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.26 Unit Hyd Qpeak (cms)= 2.986 PEAK FLOW (cms)- 3.738 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 74.683 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.587 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I CALIB I NASHYD ( 9111) Area (ha)= 88.29 Curve Number (CN)= 75.0 IID= 1 DT= 5.0 min Ia (mm)= 7.59 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.71 Unit Hyd Qpeak (cms)= 4.756 PEAK FLOW (cms)- 6.557 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 70.034 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.551 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 9509)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 6.00 9.00 11.00 14.00 20.00 2.00 0.1000 1.00 0.1000 /0.0350 Main Channel 0.00 0.0350 Main Channel 0.00 0.0350 Main Channel 1.00 0.0350 /0.1000 Main Channel 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .322E+03 0.5 2.19 10.67 0.20 0.20 .728E+03 1.7 3.26 7.15 0.30 0.30 .122E+04 3.6 4.09 5.71 0.40 0.40 .179E+04 6.1 4.78 4.88 0.50 0.50 .245E+04 9.4 5.40 4.32 0.60 0.60 .319E+04 13.6 5.96 3.91 0.70 0.70 .402E+04 18.6 6.49 3.60 0.80 0.80 .493E+04 24.6 6.98 3.34 0.90 0.90 .592E+04 31.5 7.45 3.13 0.20 228.79 .349E+03 0.6 0.30 228.89 .780E+03 1.7 0.39 228.98 .138E+04 3.4 0.49 229.08 .211E+04 6.1 0.58 229.17 .290E+04 9.4 0.68 229.27 .373E+04 13.5 0.77 229.36 .458E+04 18.4 0.87 229.46 .546E+04 23.9 0.96 229.55 .637E+04 30.0 1.06 229.65 .730E+04 36.7 1.15 229.75 .826E+04 44.1 1.25 229.84 .925E+04 52.0 1.34 229.94 .103E+05 60.4 1.44 230.03 .113E+05 69.2 1.53 230.13 .124E+05 79.1 1.63 230.22 .135E+05 87.8 1.72 230.32 .148E+05 92.4 INFLOW : ID= 2 OUTFLOW: ID= 1 0.62 0.81 0.95 1.09 1.24 1.39 1.53 1.67 1.79 1.92 2.03 2.14 2.24 2.33 2.43 2.48 2.38 10.22 7.83 6.68 5.81 5.12 4.58 4.15 3.81 3.54 3.31 3.12 2.96 2.83 2.73 2.61 2.57 2.67 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 9908) 118.43 8.95 12.58 71.22 0.57 1.22 9508) 118.43 8.90 12.67 71.22 0.56 1.21 CALIB NASHYD ( 9109) Area (ha)= 11.11 curve Number (CN)= 83.0 IID= 1 DT= 5.0 min Ia (mm)= 6.74 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.12 Unit Hyd Qpeak (cms)= 2.487 PEAK FLOW (cms)= 2.704 (l) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 80.600 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.634 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. I ROUTE CHN( 9507)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------ Distance Elevation Manning 0.00 6.00 9.00 11.00 14.00 20.00 2.00 0.1000 1.00 0.1000 /0.0350 Main Channel 0.00 0.0350 Main Channel 0.00 0.0350 Main Channel 1.00 0.0350 /0.1000 Main Channel 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .686E+02 0.2 0.73 6.78 0.20 0.20 .155E+03 0.6 1.09 4.54 0.30 0.30 .259E+03 1.2 1.37 3.63 0.40 0.40 .382E+03 2.1 1.60 3.10 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 228.64 .243E+02 0.0 0.25 25.47 0.10 228.70 .864E+02 0.1 0.39 16.42 0.50 0.50 .522E+03 3.2 1.81 2.74 0.60 0.60 .680E+03 4.6 2.00 2.48 0.70 0.70 .856E+03 6.2 2.18 2.28 0.80 0.80 .105E+04 8.2 2.34 2.12 0.90 0.90 .126E+04 10.6 2.50 1.99 1.00 1.00 .149E+04 13.3 2.65 1.87 1.11 1.11 .178E+04 17.4 2.92 1.70 1.22 1.22 .211E+04 22.1 3.12 1.59 1.33 1.33 .249E+04 27.3 3.28 1.52 1.44 1.44 .290E+04 33.0 3.39 1.47 1.56 1.56 .337E+04 39.3 3.48 1.43 1.67 1.67 .388E+04 46.1 3.55 1.40 1.78 1.78 .443E+04 53.5 3.60 1.38 1.89 1.89 .503E+04 61.5 3.65 1.36 2.00 2.00 .567E+04 70.1 3.69 1.35 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9109) 11.11 2.70 12.08 80.60 0.46 1,72 OUTFLOW: ID= 1 ( 9507) 11.11 2.53 12.17 80.60 0.44 1.69 ADD HYD (. 9906)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 9107): 4.18 0.768) 12.17cms rs) 85.82) + ID2= 2 ( 9108): 2.08 0.345 12.25 85.86 ID = 3 ( 9906): 6.26 1.109 12.25 85.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS. IF ANY. ADD HYD ( 9906)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 9906): 6.26 1.109 12.25 85.83 + ID2= 2 ( 9507): 11.11 2.527 12.17 80.60 ID = 1 ( 9906): 17.38 3.620 12.17 82.49 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. HY ADD D ( 9906)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 9906): 17.38 3.620 12.17 82.49 + ID2= 2 ( 9508): 118.43 8.896 12.67 71.22 ID = 3 ( 9906): 135.81 10.129 12.58 72.66 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 9506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 RUNOFF VOLUME (mm)= 82.143 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.646 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 9510)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main channel 9.00 0.00 0.0350 Main channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .705E+02 0.2 0.82 6.19 0.20 0.20 .159E+03 0.6 1.23 4.15 0.30 0.30 .267E+03 1.3 1.54 3.31 0.40 0.40 .392E+03 2.3 1.80 2.83 0.50 0.50 .536E+03 3.6 2.04 2.51 0.60 0.60 .699E+03 5.1 2.25 2.27 0.70 0.70 .880E+03 7.0 2.45 2.09 0.80 0.80 .108E+04 9.3 2.63 1.94 0.90 0.90 .130E+04 11.9 2.81 1.82 1.00 1.00 .153E+04 14.9 2.98 1.71 1.11 1.11 .183E+04 19.6 3.29 1.55 1.22 1.22 .217E+04 24.9 3.51 1.45 1.33 1.33 .255E+04 30.7 3.68 1.39 1.44 1.44 .299E+04 37.1 3.81 1.34 1.56 1.56 .346E+04 44.2 3.91 1.31 1.67 1.67 .398E+04 51.9 3.99 1.28 1.78 1.78 .455E+04 60.2 4.05 1.26 1.89 1.89 .516E+04 69.2 4.10 1.24 2.00 2.00 .582E+04 78.8 4.15 1.23 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9113) 10.17 2.72 12.08 82.14 0.43 1.88 OUTFLOW: ID= 1 ( 9510) 10.17 2.53 12.08 82.14 0.42 1.84 CALIB I STANDHYD (. 9112)1 Area (ha)= 3.27 ID= 1 DT= 5.0 min 1 Total Imp(%)= 82.38 Dir. Conn.(%)= 81.71 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.70 0.58 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 2.25 2.00 Length (m)= 147.71 40.00 Mannings n = 0.013 0.250 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 26.73 224.32 0.0500 46.69 224.14 0.0500 53.81 224.51 0.0500 56.33 224.08 0.0500 61.06 224.59 0.0500 66.34 224.43 0.0500 72.60 222.27 0.0500 /0.0550 Main Channel 73.99 222.08 0.0550 Main channel 74.49 222.07 0.0550 Main Channel 76.50 222.23 0.0550 /0.0600 Main Channel 79.91 222.22 0.0600 80.42 222.27 0.0600 84.94 224.19 0.0600 86.84 224.60 0.0600 93.26 224.73 0.0600 98.08 225.03 0.0600 102.10 225.96 0.0600 107.33 226.26 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 222.15 .285E+02 0.0 0.34 14.26 0.16 222.23 .100E+03 0.2 0.48 10.09 0.28 222.35 .380E+03 1.0 0.76 6.33 0.40 222.48 .686E+03 2.5 1.06 4.58 0.53 222.60 .101E+04 4.6 1.30 3.71 0.65 222.72 .137E+04 7.2 1.52 3.18 0.77 222.84 .174E+04 10.3 1.72 2.81 0.89 222.97 .214E+04 14.0 1.90 2.55 1.02 223.09 .256E+04 18.2 2.06 2.34 1.14 223.21 .300E+04 23.0 2.22 2.18 1.26 223.34 .347E+04 28.3 2.37 2.04 1.39 223.46 .396E+04 34.2 2.51 1.93 1.51 223.58 .447E+04 40.7 2.64 1.83 1.63 223.70 .501E+04 47.8 2.77 1.75 1.75 223.83 .557E+04 55.5 2.89 1.67 1.88 223.95 .615E+04 63.8 3.01 1.61 2.00 224.07 .676E+04 72.7 3.12 1.55 2.12 224.20 .747E+04 76.5 2.97 1.63 2.25 224.32 .876E+04 84.9 2.81 1.72 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9906) 135.81 10.13 12.58 72.66 0.76 1.71 OUTFLOW: ID= 1 ( 9506) 135.81 10.14 12.58 72.66 0.76 1.70 1 CALIB NASHYD ( 9113) Area (ha)= 10.17 Curve Number (cN)= 84.0 1ID= 1 DT= 5.0 min Ia (mm)= 5.58 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.10 Unit Hyd Qpeak (cms)= 2.641 PEAK FLOW (cms)- 2.725 (i) TIME TO PEAK (hrs)= 12.083 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= 155.69 5.00 2.12 5.00 0.31 PEAK FLOW (cms)- 1.16 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 (ii) 10.00 5.32 (ii) 10.00 0.16 0.18 12.08 85.06 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.338 (iii) 12.08 117.86 127.20 0.93 1 ADD HYD ( 9909)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 9112): 3.27 1.338 12.08 117.86 + ID2= 2 ( 9510): 10.17 2.526 12.08 82.14 ID = 3 ( 9909): 13.45 3.864 12.08 90.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 9401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.6570 0.1178 0.0012 0.0098 1.0810 0.1437 0.0060 0.0293 1.5710 0.1697 0.0084 0.0489 2.1770 0.1982 0.0680 0.0702 3.0540 0.2268 0.3110 0.0933 4.1580 0.2554 AREA QPEAK TPEAK R.V. a) INFLOW : ID= 2 ( 9909) 13.447 (c 3.864 ms (.12rs.08 (9m0 83 OUTFLOW: ID= 1 ( 9401) 13.447 3.074 12.17 90.68 PEAK FLOW REDUCTION [Qout/Qin](90= 79.55 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)- 0.2309 ROUTE CHN( 9505)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 31.21 224.29 0.0500 46.69 224.14 0.0500 53.81 224.51 0.0500 < 56.33 224.08 0.0500 61.06 224.59 0.0500 66.34 224.43 0.0500 72.60 222.27 0.0500 /0.0550 Main Channel 73.99 222.08 0.0550 Main channel 74.49 222.07 0.0550 Main channel 76.50 222.23 0.0550 /0.0600 Main Channel 79.91 222.22 0.0600 80.42 222.27 0.0600 84.94 224.19 0.0600 86.84 224.60 0.0600 93.26 224.73 0.0600 98.08 225.03 0.0600 102.10 225.96 0.0600 107.33 226.26 0.0600 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 222.15 .319E+02 0.0 0.36 14.89 0.16 222.23 .112E+03 0.2 0.51 10.53 0.28 222.35 .421E+03 1.1 0.81 6.65 0.40 222.47 .758E+03 2.6 1.12 4.81 0.52 222.59 .112E+04 4.8 1.39 3.90 0.64 222.71 .151E+04 7.5 1.62 3.34 0.76 222.84 .192E+04 10.8 1.83 2.96 0.88 222.96 .236E+04 14.6 2.02 2.68 1.00 223.08 .282E+04 19.0 2.20 2.46 1.13 223.20 .330E+04 24.0 2.36 2.29 1.25 223.32 .382E+04 29.6 2.52 2.15 1.37 223.44 .435E+04 35.8 2.67 2.03 1.49 223.56 .492E+04 42.5 2.81 1.93 1.61 223.68 .550E+04 49.9 2.95 1.84 1.73 223.80 .612E+04 57.9 3.08 1.76 1.85 223.93 .675E+04 66.6 3.20 1.69 1.97 224.05 .742E+04 75.9 3.32 1.63 2.09 224.17 .814E+04 81.5 3.26 1.66 2.22 224.29 .936E+04 88.3 3.06 1.77 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9401) 13.45 3.07 12.17 90.68 0.42 1.17 OUTFLOW: ID= 1 ( 9505) 13.45 2.91 12.25 90.68 0.42 1.15 CALIB STANDHYD ( 9105) Area (ha)= 5.42 ID= 1 DT= 5.0 min Total Imp(%)= 24.00 Dir. Conn.(%)= 19.70 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.30 4.12 Dep. Storage (mm)- 2.00 5.00 Average Slope (%)= 1.50 2.00 Length (m)= 190.10 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= 155.69 131.98 5.00 10.00 2.79 (ii) 9.10 (ii) 5.00 10.00 INFLOW : ID= 2 ( 9106) OUTFLOW: ID= 1 ( 9402) 0.4514 0.7091 1.0205 0.3350 0.4110 0.4912 3.6843 4.9517 6.5129 0.9556 1.0082 1.0619 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 11.957 3.949 12.08 104.93 11.957 1.246 12.33 104.77 PEAK FLOW REDUCTION [Qout/Qin](%)= 31.54 TIME SHIFT OF PEAK FLOW (min)=15.00 MAXIMUM STORAGE USED (ha.m.)= 0.5454 1 ADD HYD ( 9905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 9105): 5.42 1.587) 12.08cms rs) 93.39) + ID2= 2 ( 9402): 11.96 1.246 12.33 104.77 ID = 3 ( 9905): 17.38 2.398 12.08 101.22 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 9905)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 3 ( 9905): 17.38 2.398) 12.08) 101.22) + ID2= 2 ( 9505): 13.45 2.914 12.25 90.68 ID = 1 ( 9905): 30.82 4.994 12.17 96.62 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 9905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 9905): 30.82 4.994) 12.17cms rs) 96.62) + ID2= 2 ( 9506): 135.81 10.136 12.58 72.66 ID = 3 ( 9905): 166.63 14.172 12.25 77.09 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 9504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 182.70 0.0600 8.96 182.42 0.0600 13.32 182.60 0.0600 14.41 182.80 0.0600 15.30 182.77 0.0600 16.58 182.53 0.0600 20.63 182.66 0.0600 29.01 182.76 0.0600 Unit Hyd. peak (cms)- 0.28 0.12 PEAK FLOW (cms)- 0.46 1.13 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 85.59 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.67 WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. "TOTALS* 1.587 (iii) 12.08 93.39 127.20 0.73 CALIB ND STA HYD ( 9106) Area (ha)= 11.96 ID= 1 DT= 5.0 min Total Imp(%)= 54.30 Dir. Conn.(%)= 36.20 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 6.49 5.46 Dep. Storage (mm)= 2.00 5,00 Average Slope (%)= 1.00 2.00 Length (m)= 282.34 40.00 Mannings n = 0.013 0.250 Max. Eff. Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= 155.69 187.04 5.00 10.00 3.99 (ii) 9.48 (ii) 5.00 10.00 0.24 0.12 PEAK FLOW (cms)= 1.84 2.11 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 93.43 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.73 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN" = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. "TOTALS" 3.949 (iii) 12.08 104.93 127.20 0.82 RESERVOIR( 9402)1 OVERFLOW I5 OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE 1 OUTFLOW STORAGE (cms) (ha.m.) I (cms) (ha.m.) 0.0000 0.0000 1.3770 0.5754 0.0018 0.0136 1 1.7732 0.6638 0.0213 0.0703 1 1.9850 0.7096 0.0693 0.1624 2.1720 0.7566 0.0891 0.1950 2.2277 0.8047 0.1104 0.2285 2.2821 0.8539 0.2646 0.2630 2.7613 0.9042 31.82 182.69 0.0600 35.08 182.28 0.0600 41.19 182.41 0.0600 43.79 182.77 0.0600 47.05 182.90 0.0600 48.12 182.67 0.0600 /0.0350 Main Channel 48.91 182.47 0.0350 Main Channel 50.17 182.36 0.0350 Main Channel 50.54 182.47 0.0350 Main Channel 51.36 182.64 0.0350 /0.0600 Main Channel 53.78 183.46 0.0600 54.31 183.49 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 182.30 .775E+01 0.0 0.18 61.19 0.04 182.32 .310E+02 0.0 0.29 38.55 0.06 182.34 .698E+02 0.0 0.37 29.42 0.08 182.36 .124E+03 0.1 0.45 24.28 0.11 182.38 .196E+03 0.2 0.52 21.02 0.13 182.40 .288E+03 0.3 0.59 18.65 0.15 182.43 .399E+03 0.4 0.66 16.61 0.17 182.45 .532E+03 0.6 0.71 15.53 0.19 182.47 .691E+03 0.8 0.76 14.46 0.21 182.49 .875E+03 1.1 0.82 13.42 0.23 182.51 .108E+04 1.4 0.88 12.52 0.25 182.53 .131E+04 1.9 0.93 11.77 0.28 182.55 .158E+04 2.3 0.97 11.36 0.30 182.57 .187E+04 2.9 1.01 10.93 0.32 182.60 .220E+04 3.5 1.05 10.49 0.34 182.62 .257E+04 4.3 1.10 10.03 0.36 182.64 .296E+04 5.2 1.15 9.58 0.38 182.66 .339E+04 6.2 1.20 9.17 0.41 182.69 .408E+04 7.7 1.25 8.83 "*** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 9905) 166.63 14.17 12.25 77.09 0.40 1.23 OUTFLOW: ID= 1 ( 9504) 166.63 12.89 12.58 77.09 0.41 1.25 1 CALIB NASHYD ( 9104) Area (ha)= 14.51 Curve Number (CN)- 77.0 11D= 1 DT= 5.0 min Ia mm)= 6.88 # of Linear Res.(N)= 3.00 U.H. Tp(h(rs)= 0.55 Unit Hyd Qpeak (cms)- 1.017 PEAK FLOW (cms)- 1.382 (1) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 73.787 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.580 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 9904)1 1 + 2 = 3 1 ID1= 1 ( 9104): + ID2= 2 ( 9504): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 14.51 1.382 12.50 73.79 166.63 12.894 12.58 77.09 ID = 3 ( 9904): 181.15 14.264 12.58 76.83 (ha) INFLOW : ID= 2 ( 9904) 181.15 OUTFLOW: ID= 1 ( 9503) 181.15 (cms) (hrs) (mm) 14.26 12.58 76.83 14.27 12.58 76.83 (m) 0.41 0.41 (m/s) 1.24 1.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 9503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( Distance Elevation 0.00 182.70 8.96 182.42 13.32 182.60 14.41 182.80 15.30 182.77 16.58 182.53 20.63 182.66 29.01 182.76 31.82 182.69 35.08 182.28 41.19 182.41 43.79 182.77 47.05 182.90 48.12 182.67 48.91 182.47 50.17 182.36 50.54 182.47 51.36 182.64 53.78 183.46 54.31 183.49 1.1) > Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 < TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 182.30 .689E+00 0.0 0.18 5.44 0.04 182.32 .276E+01 0.0 0.29 3.43 0.06 182.34 .620E+01 0.0 0.37 2.62 0.08 182.36 .110E+02 0.1 0.45 2.16 0.11 182.38 .174E+02 0.2 0.52 1.87 0.13 182.40 .256E+02 0.3 0.59 1.66 0.15 182.43 .354E+02 0.4 0.66 1.48 0.17 182.45 .473E+02 0.6 0.71 1.38 0.19 182.47 .614E+02 0.8 0.76 1.29 0.21 182.49 .778E+02 1.1 0.82 1.19 0.23 182.51 .962E+02 1.4 0.88 1.11 0.25 182.53 .117E+03 1.9 0.93 1.05 0.28 182.55 .140E+03 2.3 0.97 1.01 0.30 182.57 .166E+03 2.9 1.01 0.97 0.32 182.60 .196E+03 3.5 1.05 0.93 0.34 182.62 .228E+03 4.3 1.10 0.89 0.36 182.64 .264E+03 5.2 1.15 0.85 0.38 182.66 .301E+03 6.2 1.20 0.82 0.41 182.69 .363E+03 7.7 1.25 0.79 Main Main Main Main Main Channel Channel Channel Channel Channel **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL DEPTH ELEV VOLUME FLOW RATE (m) (m) (cu.m.) (cms) 0.05 177.65 .119E+01 0.0 0.10 177.70 .339E+01 0.1 0.15 177.75 .623E+01 0.2 0.20 177.80 .973E+01 0.3 0.25 177.85 .139E+02 0.5 0.32 177.92 .203E+02 0.8 0.38 177.99 .279E+02 1.3 0.45 178.05 .369E+02 1.9 0.52 178.12 .473E+02 2.7 0.58 178.19 .591E+02 3.5 0.65 178.25 .723E+02 4.5 0.72 178.32 .868E+02 5.7 0.78 178.39 .103E+03 6.9 0.85 178.45 .126E+03 8.2 0.92 178.52 .184E+03 9.8 0.98 178.59 .294E+03 12.7 1.05 178.65 .443E+03 17.4 1.12 178.72 .635E+03 23.0 1.68 1.18 178.78 .902E+03 33.2 1.71 INFLOW : OUTFLOW: VELOCITY TRAV.TIME (m/s) (min) 0.56 1.38 0.92 0.85 1.17 0.66 1.39 0.56 1.58 0.49 1.89 0.41 2.21 0.35 2.45 0.32 2.64 0.29 2.79 0.28 2.92 0.27 3.04 0.26 3.14 0.25 3.02 0.26 2.49 0.31 2.01 0.39 1.83 0.42 0.46 0.45 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 9903) 189.59 14.80 12.58 75.51 1.01 1.93 ID= 1 ( 9502) 189.59 14.80 12.58 75.51 1.01 1.93 CALIB STANDHYD ( 9102)1 Area 11D= 1 DT= 5.0 min 1 Total Surface Area (ha)- Dep. Storage (m) - Average Slope (%= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min). Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.76 Imp(%)= 32.60 Dir. Conn.(%)= 32.60 IMPERVIOUS 0.25 2.00 1.00 71.28 0.013 155.69 5.00 1.75 5.00 0.32 0.11 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.51 6.36 2.00 40.00 0.250 70.46 10.00 (ii) 9.87 (ii) 10.00 0.11 0.07 12.08 47.91 127.20 0.38 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 58.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.176 (iii) 12.08 73.10 127.20 0.57 CALIB NASHYD ( 9103) Area (ha) - 11c, 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)- 0.812 PEAK FLOW (cms)= 0.619 (l) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 47.196 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.371 8.44 Curve Number (CN)- 58.0 7.48 # of Linear Res.(N)= 3.00 0.40 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 9903)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 9103): (ha)4 (cms)619 12.33) 47.20 + 102= 2 ( 9503): 181.15 14.269 12.58 76.83 ID = 3 ( 9903): 189.59 14.804 12.58 75.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 9502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 178.71 0.0600 14.73 178.69 0.0600 24.28 178.72 0.0600 26.43 178.79 0.0600 40.71 178.49 0.0600 43.45 177.92 0.0600 /0.0350 44.30 177.63 0.0350 44.91 177.60 0.0350 45.57 177.85 0.0350 /0.0600 46.63 178.42 0.0600 50.10 178.46 0.0600 58.72 178.56 0.0600 60.73 178.51 0.0600 71.25 178.63 0.0600 72.03 178.69 0.0600 76.34 178.64 0.0600 82.71 178.39 0.0600 83.77 178.47 0.0600 86.92 178.47 0.0600 88.92 178.50 0.0600 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main channel 1 ADDD +YD2 ( 9902) I= 3 1 AREA QPEAK (ha) (cms) ID1= 1 ( 9102): 0.76 0.176 + 102= 2 ( 9502): 189.59 14.800 TPEAK R.V. (hrs) (mm) 12.08 73.10 12.58 75.51 ---------------------------------------------------- ID = 3 ( 9902): 190.35 14.831 12.58 75.50 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 9501)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 178.71 14.73 178.69 24.28 26.43 40.71 43.45 44.30 44.91 45.57 46.63 50.10 58.72 60.73 71.25 72.03 76.34 82.71 83.77 86.92 88.92 178.72 178.79 178.49 177.92 177.63 177.60 177.85 178.42 178.46 178.56 178.51 178.63 178.69 178.64 178.39 178.47 178.47 178.50 ( 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 0,0350 /0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 177.65 .337E+01 0.0 0.40 5.46 0.10 177.70 .958E+01 0.0 0.66 3.35 0.15 177.75 .176E+02 0.1 0.84 2.61 0.20 177.80 .275E+02 0.2 1.00 2.20 0.25 177,85 .392E+02 0.3 1.13 1,93 0.32 177.92 .574E+02 0.6 1.35 1.62 0.38 177.99 .790E+02 0.9 1.58 1.39 0.45 178.05 .104E+03 1.4 1.75 1.25 0.52 178.12 .134E+03 1.9 1.89 1.16 0.58 178.19 .167E+03 2.5 2.00 1.10 0.65 178.25 .204E+03 3.2 2.09 1.05 0.72 178.32 .246E+03 4.1 2.18 1.01 0.78 178.39 .291E+03 5.0 2.25 0.97 0.85 178.45 .356E+03 5.8 2.16 1.02 0.92 178.52 .519E+03 7.0 1.79 1.23 0.98 178.59 .831E+03 9.1 1.44 1.52 1.05 178.65 .125E+04 12.5 1.31 1.67 1.12 178.72 .180E+04 16.4 1.20 1.82 1.18 178.78 .255E+04 23.8 1.23 1.79 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) INFLOW : ID= 2 ( 9902) 190.35 OUTFLOW: ID= 1 ( 9501) 190.35 (cms) (hrs) (mm) 14.83 12.58 75.50 14.79 12.58 75.50 1.09 (1.25 1.09 1.25 RUNOFF COEFFICIENT = 0.424 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 9101) Area (ha)= 1.48 ID= 1 DT= 5.0 min Total Imp(%)= 42.40 Dir. Conn.(%)= 32.70 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.63 2.00 1.00 99.46 0.013 155.69 5.00 2.13 5.00 0.31 0.21 12,08 125.20 127.20 0.98 PERVIOUS (i) 0.85 6.80 2.00 40.00 0.250 93.11 10.00 (ii) 9.40 (ii) 10.00 0.12 0.16 12.08 54.08 127.20 0.43 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES, NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.366 (iii) 12.08 77.33 127.20 0.61 ADD HYD ( 9901)1 1 + 2 = 3 ID1= 1 ( 9101): + ID2= 2 ( 9501): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.48 0.366 12.08 77.33 190.35 14.785 12.58 75.50 ID = 3 ( 9901): 191.84 14.849 12.58 75.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 60102)1 Area (ha)= 14.21 Curve Number (CN)- 63.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.59 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.55 Unit Hyd Qpeak (cms)- 0.987 PEAK FLOW TIME TO PEAK RUNOFF VOLUME TOTAL RAINFALL (cms)= 0.948 (i) (hrs)= 12.500 (mm)= 53.918 (mm)= 127.200 1.11 1.11 .953E+03 31.1 5.21 0.51 1.22 1.22 .113E+04 39.4 5.57 0.48 1.33 1.33 .133E+04 48.7 5.84 0.46 1.44 1.44 .156E+04 58.9 6.04 0.44 1.56 1.56 .181E+04 70.0 6.20 0.43 1.67 1.67 .208E+04 82.2 6.32 0.42 1.78 1.78 .237E+04 95.4 6.42 0.41 1.89 1.89 .269E+04 109.6 6.50 0.41 2.00 2.00 .304E+04 124.9 6.57 0.41 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 60106) 2.29 0.75 12.08 100.31 0.16 1.65 OUTFLOW: ID= 1 ( 60503) 2.29 0.74 12.08 100.31 0.16 1.63 CALIB STANDHYD ( 60105) Area (ha )= 2.88 ID= 1 DT= 5,0 min Total Imp( %)= 42.70 Dir. Conn.(%)= 28.00 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= � (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 1,23 2,00 1.00 138.47 0.013 155.69 5.00 2.60 5.00 0.29 0.35 12.08 125.20 127.20 0.98 PERVIOUS (i) 1.65 7.80 2.00 40.00 0.250 141.93 10.00 (ii) 8.74 (ii) 10.00 0.12 0.49 12.08 76.24 127.20 0.60 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 74.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.833 (iii) 12.08 89.95 127.20 0.71 1 ADD HYD ( 60904)1 1 + 2 = 3 ID1= 1 ( 60105): + ID2= 2 ( 60503): AREA (ha) 2.88 2.29 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.833 12.08 89.95 0.736 12.08 100.31 ID = 3 ( 60904): 5.17 1.569 12.08 94.54 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. INFLOW : ID= 2 ( 60904) OUTFLOW: ID= 1 ( 60601) 1 CALIB STANDHYD ( 60106) Area (ha)= 2.29 ID= 1 DT= 5.0 min Total Imp(%)= 43.60 Dir. Conn.(%)= 26.50 Surface Area Dep. Storage Average Slope Length Mappings n (ha)= (mm)= (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS 1.00 1.29 2.00 5.36 1.00 2.00 123.69 40.00 0.013 0.250 155.69 5.00 2.43 5.00 0.30 0.26 12.08 125.20 127.20 0.98 (1) 171.79 10.00 (ii) 8.12 (ii) 10.00 0.13 0.48 12.08 91.34 127.20 0.72 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.748 (iii) 12.08 100.31 127.20 0.79 ROUTE CHN( 60503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .368E+02 0.3 1.31 2.04 0.20 0.20 .831E+02 1.0 1.95 1.37 0.30 0.30 .139E+03 2.1 2.44 1.09 0.40 0.40 .205E+03 3.7 2.86 0.93 0.50 0.50 .280E+03 5.6 3.23 0.83 0.60 0.60 .364E+03 8.1 3.57 0.75 0.70 0.70 .459E+03 11.1 3.88 0.69 0.80 0.80 .563E+03 14.7 4.18 0.64 0.90 0.90 .676E+03 18.9 4.46 0.60 1.00 1.00 .799E+03 23.6 4.73 0.56 ROUTEPIPE( 60601)1 IN= 2---> OUT= 1 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 750.00 Length (m)= 47.09 Slope (m/m)= 0.005 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 846.26 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.57 (cms) TRAVEL TIME TABLE (mm)FOR FREE FLOW. DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.04 .534E+00 0.0 0.74 0.09 .149E+01 0.0 1.16 0.13 .268E+01 0.1 1.49 0.18 .406E+01 0.2 1.77 0.22 .557E+01 0.2 2.01 0.27 .717E+01 0.3 2.23 0.31 .886E+01 0.5 2,42 0.36 .106E+02 0.6 2.58 0.40 .124E+02 0.7 2.73 0.45 .141E+02 0.9 2.85 0.49 .159E+02 1.0 2.96 0.53 .176E+02 1.1 3.04 0.58 .193E+02 1.3 3.11 0.62 .209E+02 1.4 3.16 0.67 .224E+02 1.5 3.18 0.71 .238E+02 1.6 3.18 0.76 .250E+02 1.7 3.14 0.80 .260E+02 1.7 3.06 0.85 .265E+02 1.6 2.79 <---- hydrograph AREA QPEAK TPEAK (ha) (cms) (hrs) 5.17 1.57 12.08 5.17 1.55 12.08 TRAV.TIME min 1.06 0.68 0.53 0.44 0.39 0.35 0.32 0.30 0.29 0.28 0.27 0.26 0.25 0.25 0.25 0.25 0.25 0.26 0.28 > <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 94.54 0.69 3.18 94.54 0.69 3.18 1 CALIB 1 STANDHYD ( 60104)1 Area (ha)= 7.61 ID= 1 DT= 5.0 min Total Imp(%)= 36.40 Dir. Conn.(%)= 25.80 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 2.77 4.84 Dep. Storage (mm)= 2.00 5.22 Average Slope (%)= 3.60 2.00 Length (m)= 225.21 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= 155.69 5.00 2.37 5.00 0.30 0.85 12.08 125.20 127.20 142.13 10.00 (ii) 8.50 (ii) 10.00 0.12 1.46 12.08 83.40 127.20 *TOTALS* 2.306 (iii) 12.08 94.18 127.20 RUNOFF COEFFICIENT = 0.98 0.66 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! 0.74 (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 60903)1 1 + 2 = 3 ID1= 1 ( 60104): + ID2= 2 ( 60601): AREA (ha) 7.61 5.17 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.306 12.08 94.18 1.547 12.08 94.54 ID = 3 ( 60903): 12.78 3.853 12.08 94.33 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 60502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .164E+02 0.0 0.97 0.20 0.20 .656E+02 0.2 1.54 0.30 0.30 .148E+03 0.7 2.02 0.40 0.40 .262E+03 1.6 2.45 0.50 0.50 .410E+03 2.8 2.84 0.60 0.60 .590E+03 4.6 3.20 0.70 0.70 .803E+03 7.0 3.55 0.80 0.80 .105E+04 9.9 3.88 0.90 0.90 .133E+04 13.6 4.20 1.00 1.00 .164E+04 18.0 4.50 1.11 1.11 .203E+04 25.2 5.08 1.22 1.22 .249E+04 33.4 5.50 1.33 1.33 .301E+04 42.7 5.83 1.44 1.44 .358E+04 53.1 6.08 1.56 1.56 .422E+04 64.6 6.27 1.67 1.67 .492E+04 77.2 6.43 1.78 1.78 .568E+04 91.0 6.57 1.89 1.89 .650E+04 105.9 6.68 2.00 2.00 .738E+04 122.0 6.78 INFLOW : ID= 2 ( 60903) OUTFLOW: ID= 1 ( 60502) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 12.78 3.85 12.08 94.33 12.78 3.71 12.08 94.33 TRAV.TIME (min) 7.04 4.43 3.38 2.79 2.41 2.13 1.92 1.76 1.63 1.52 1.35 1.24 1.17 1.12 1.09 1.06 1.04 1.02 1.01 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.56 3.04 0.55 3.00 IN= 2---> OUT= 1 I < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 10.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .170E+01 0.0 1.02 0.20 0.20 .678E+01 0.3 1.62 0.30 0.30 .153E+02 0.8 2.13 0.40 0.40 .271E+02 1.6 2.58 0.50 0.50 .424E+02 3.0 2.99 0.60 0.60 .610E+02 4.9 3.38 0.70 0.70 .831E+02 7.3 3.74 0.80 0.80 .109E+03 10.5 4.09 0.90 0.90 .137E+03 14.3 4.42 1.00 1.00 .170E+03 19.0 4.75 1.11 1.11 .210E+03 26.6 5.35 1.22 1.22 .257E+03 35.2 5.80 1.33 1.33 .311E+03 45.0 6.14 1.44 1.44 .371E+03 56.0 6.40 1.56 1.56 .436E+03 68.1 6.61 1.67 1.67 .509E+03 81.4 6.78 1.78 1.78 .587E+03 95.8 6.92 1.89 1.89 .672E+03 111.6 7.04 2.00 2.00 .763E+03 128.6 7.14 INFLOW : ID= 2 ( 60902) OUTFLOW: ID= 1 ( 60501) AREA (ha) 31.30 31.30 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.82 12.08 71.05 4.79 12.08 71.05 TRAV.TIME (min) 0.69 0.44 0.33 0.27 0.24 0.21 0.19 0.17 0.16 0.15 0.13 0.12 0.12 0.11 0.11 0.10 0.10 0.10 0.10 <-pipe / channel-> MAX DEPTH MAX VEL 0.60 (3.37 0.60 3.36 1 STANDHYD 1 ( 60101)I Area (ha)= 0.22 IID= 1 DT= 5.0 min Total Imp(%)= 42.20 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (%D= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= IMPERVIOUS 0.09 2.00 1.00 38.52 0.013 155.69 5.00 1.21 5.00 0.33 0.04 12.08 125.20 127.20 Dir. Conn.(%)= 42.20 PERVIOUS (i) 0.13 7.61 2.00 40.00 0.250 75.14 10.00 (ii) 9.12 (ii) 10.00 0.12 0.02 12.08 50.72 127.20 *TOTALS* 0.060 (iii) 12.08 82.13 127.20 CALIB STANDHYD ( 60103) Area (ha)= 4.31 IID= 1 DT= 5.0 min Total Imp(%)= 26.00 Dir. Conn.(%)= 20.00 Surface Area (ha)- Dep. Storage (mm) - Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS 1.12 3.19 2.00 7.42 1.00 2.00 169.42 40.00 0.013 0.250 155.69 5.00 2.94 5.00 0.28 0.37 12.08 125.20 127.20 0.98 (1) 66.29 15.00 (ii) 11.26 (ii) 15.00 0.09 0.36 12.17 41.84 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 51.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.676 (iii) 12.08 58.51 127.20 0.46 1 ADD HYO ( 60902)3 1 ID1= 1 ( 60102): + 102= 2 ( 60103): AREA (ha) 14.21 4.31 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.948 12.50 53.92 0.676 12.08 58.51 ID = 3 ( 60902): 18.52 1.153 12.42 54.99 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD +YD2 ( 60902) 1 ID1= 3 ( 60902): + ID2= 2 ( 60502): AREA (ha) 18.52 12.78 QPEAK TPEAK R.V.. (cms) (hrs) (mm) 1.153 12.42 54.99 3.707 12.08 94.33 ID = 1 ( 60902): 31.30 4.819 12.08 71.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 60501)1 RUNOFF COEFFICIENT = 0.98 0.40 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 61.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.65 1 ADDD HYO ( 60901) 1 ID1= 1 ( 60101): + 102= 2 ( 60501): AREA (ha) 0.22 31.30 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.060 12.08 82.13 4.791 12.08 71.05 ID = 3 ( 60901): 31.52 4.850 12.08 71.13 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 14105) 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.276 PEAK FLOW (cms)- 0.316 (1) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 77.438 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.609 1.70 Curve Number (CN)= 80.0 8.29 # of Linear Res.(N)= 3.00 0.24 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB 1 NASHYD ( 14106) IID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.263 PEAK FLOW (cms)- 0.298 (1) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 75.440 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.593 1.75 Curve Number (CN)= 79.0 8.69 # of Linear Res.(N)= 3.00 0.25 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 14109) Area (ha)= IID= 1 DT= 5.0 min Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.450 4.92 Curve Number (CN)= 79.0 9.93 # of Linear Res.(N) 2.00 0.09 PEAK FLOW (cms)= 1.200 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 69.100 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.543 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14110) 54.33 5.92 12.42 77.30 0.39 4.79 OUTFLOW: ID= 1 ( 14509) 54.33 5.92 12.50 77.30 0.39 4.78 CALIB NASHYD ( 14110) Area (ha)= 54.33 curve Number (cN)= 80.0 ID= 1 DT= 5.0 min Ia (mm)= 8.53 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.49 Unit Hyd Qpeak (cms)= 4.235 PEAK FLOW (cms)= 5.920 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 77.300 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.608 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 14509)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .105E+03 0.5 2.24 3.39 0.20 0.20 .237E+03 1.7 3.34 2.27 0.30 0.30 .396E+03 3.6 4.18 1.81 0.40 0.40 .582E+03 6.3 4.90 1.55 0.50 0.50 .796E+03 9.7 5.53 1.37 0.60 0.60 .104E+04 13.9 6.10 1.24 0.70 0.70 .131E+04 19.1 6.64 1.14 0.80 0.80 .160E+04 25.2 7.15 1.06 0.90 0.90 .192E+04 32.3 7.63 0.99 1.00 1.00 .227E+04 40.5 8.09 0.94 1.11 1.11 .271E+04 53.2 8.92 0.85 1.22 1.22 .322E+04 67.5 9.54 0.80 1.33 1.33 .379E+04 83.3 10.00 0.76 1.44 1.44 .443E+04 100.8 10.35 0.73 1.56 1.56 .514E+04 119.9 10.61 0.71 1.67 1.67 .591E+04 140.7 10.83 0.70 1.78 1.78 .676E+04 163.3 11.00 0.69 1.89 1.89 .767E+04 187.7 11.14 0.68 2.00 2.00 .864E+04 213.8 11.25 0.67 <---- hydrograph ----> <-pipe / channel-> 0.16 245.77 .221E+02 0.2 0.17 245.78 .252E+02 0.2 0.18 245.79 .284E+02 0.2 0.19 245.80 .319E+02 0.3 0.20 245.81 .355E+02 0.3 1.03 1.07 1.12 1.16 1.20 2.39 2.29 2.20 2.11 2.04 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14909) 59.25 6.18 12.42 76.62 0.20 1.20 OUTFLOW: ID= 1 ( 14508) 59.25 6.17 12.50 76.62 0.20 1.20 CALIB NASHYD ( 14108) Area (ha)= 3.22 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 7.00 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.14 Unit Hyd Qpeak (cms)= 0.619 PEAK FLOW (cms)= 0.700 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 79.553 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.625 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 14908)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 (14108): 3.22 0.700 12.08 79.55 + ID2= 2 ( 14508): 59.25 6.169 12.50 76.62 ID = 3 ( 14908):- 62.47 6.411 12.42 76.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 14507)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 2.30 242.03 0.0600 6.88 241.21 0.0600 8.70 241.00 0.0600 18.67 240.79 0.0600 19.36 240.73 0.0600 21.31 239.95 0.0600 /0.0350 Main Channel 22.48 239.46 0.0350 Main channel 23.50 239.47 0.0350 Main Channel 24.16 239.95 0.0350 /0.0600 Main Channel 26.73 241.71 0.0600 28.05 242.38 0.0600 29.46 242.96 0.0600 31.58 243.26 0.0600 1 ADD HYD ( 14909)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 14109): (ha)9 (cms)200 12.08) 69.10 + ID2= 2 ( 14509): 54.33 5.921 12.50 77.30 ID = 3 ( 14909): 59.25 6.183 12.42 76.62 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 14508) IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 245.81 0.0600 2.94 245.86 0.0600 7.64 245.88 0.0600 9.99 245.61 0.0600 11.25 245.98 0.0600 13.12 246.46 0.0600 20.17 247.11 0.0600 24.87 247.29 0.0600 35.05 247.40 0.0600 49.15 247.56 0.0600 53.69 247.72 0.0600 64.56 247.30 0.0600 66.05 247.39 0.0600 70.45 247.71 0.0600 72.34 247.31 0.0600 /0.0350 Main Channel 73.76 246.88 0.0350 Main Channel 75.08 247.11 0.0350 Main Channel 75.41 247.31 0.0350 /0.0800 Main channel 79.51 249.75 0.0800 83.36 251.28 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.01 245.62 .984E-01 0.0 0.17 14.52 0.02 245.63 .394E+00 0.0 0.27 9.15 0.03 245.64 .886E+00 0.0 0.35 6.98 0.04 245.65 .157E+01 0.0 0.43 5.76 0.05 245.66 .246E+01 0.0 0.49 4.97 0.06 245.67 .354E+01 0.0 0.56 4.40 0.07 245.68 .482E+01 0.0 0.62 3.97 0.08 245.69 .630E+01 0.0 0.68 3.63 0.09 245.70 .797E+01 0.0 0.73 3.36 0.10 245.72 .984E+01 0.1 0.78 3.13 0.11 245.73 .119E+02 0.1 0.83 2.94 0.13 245.74 .142E+02 0.1 0.88 2.77 0.14 245.75 .166E+02 0.1 0.93 2.63 0.15 245.76 .193E+02 0.1 0.98 2.50 35.30 243.58 0.0600 37.30 243.74 0.0600 38.69 243.69 0.0600 40.72 243.55 0.0600 45.03 243.22 0.0600 46.30 243.22 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.16 239.63 .124E+02 0.4 2.10 0.47 0.33 239.79 .309E+02 1.6 3.07 0.32 0.49 239.95 .553E+02 3.6 3.82 0.26 0.72 240.19 .102E+03 9.0 5.19 0.19 0.96 240.42 .161E+03 16.6 6.07 0.16 1.20 240.66 .234E+03 26.6 6.72 0.15 1.43 240.90 .340E+03 38.4 6.65 0.15 1.67 241.13 .568E+03 58.3 6.06 0.16 1.91 241.37 .839E+03 87.2 6.14 0.16 2.14 241.61 .113E+04 123.7 6.44 0.15 2.38 241.84 .145E+04 167.2 6.80 0.14 2.62 242.08 .179E+04 219.0 7.20 0.14 2.85 242.32 .215E+04 281.7 7.74 0.13 3.09 242.55 .251E+04 351.7 8.27 0.12 3.33 242.79 .288E+04 429.0 8.79 0.11 3.57 243.03 .326E+04 512.3 9.28 0.11 3.80 243.26 .366E+04 595.4 9.60 0.10 4.04 243.50 .413E+04 689.5 9.84 0.10 4.28 243.74 .470E+04 796.7 10.01 0.10 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 14908) 62.47 6.41 12.42 76.77 0.61 4.44 OUTFLOW: ID= 1 ( 14507) 62.47 6.42 12.50 76.77 0.61 4.43 CALIB STANDHYD ( 14107) Area (ha)= 0.70 110= 1 DT= 5.0 min Total Imp(%)= 43.90 Dir. conn.00)= 37.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.31 0.39 Dep. Storage (mm)= 2.00 5.51 Average Slope (%)= 1.00 2.00 Length (m)= 68.29 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 144.08 5.00 10.00 1.70 (ii) 7.80 (ii) 5.00 10.00 0.32 0.13 PEAK FLOW (cms)= 0.11 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.12 12.08 88.56 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 0.237 (iii) 12.08 102.22 127.20 0.80 (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 83.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.50 232.25 .449E+03 8.3 3.35 0.90 0.53 232.27 .486E+03 9.3 3.46 0.87 INFLOW : ID= 2 OUTFLOW: ID= 1 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 14907) 63.17 6.46 12.50 77.05 0.44 3.11 14506) 63.17 6.46 12.50 77.05 0.44 3.11 1 ADD HYD ( 14907)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 14107): 0.70 0.237 12.08 102.22 + ID2= 2 ( 14507): 62.47 6.420 12.50 76.77 ID = 3 ( 14907): 63.17 6.460 12.50 77.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 14506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 43.49 232.28 0.0600 59.25 232.97 0.0600 63.63 232.86 0.0600 67.70 233.11 0.0600 72.50 231.92 0.0600 /0.0350 Main Channel 72.94 231.83 0.0350 Main Channel 76.77 231.74 0.0350 Main channel 77.29 231.93 0.0350 /0.0600 Main channel 79.68 232.87 0.0600 81.04 233.17 0.0600 89.03 233.25 0.0600 91.16 232.93 0.0600 96.04 233.58 0.0600 102.17 233.57 0.0600 116.83 235.61 0.0600 119.49 235.78 0.0600 132.83 235.97 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 231.77 .284E+01 0.0 0.34 8.80 0.05 231.80 .114E+02 0.0 0.55 5.54 0.08 231.82 .255E+02 0.1 0.71 4.23 0.10 231.85 .440E+02 0.2 0.95 3.17 0.13 231.87 .635E+02 0.4 1.18 2.56 0.15 231.90 .838E+02 0.6 1.38 2.19 0.18 231.92 .105E+03 0.9 1.56 1.94 0.20 231.95 .131E+03 1.3 1.79 1.69 0.23 231.98 .158E+03 1.7 2.01 1.51 0.26 232.01 .186E+03 2.3 2.20 1.37 0.29 232.04 .215E+03 2.8 2.38 1.27 0.32 232.07 .246E+03 3.4 2.55 1.19 0.35 232.10 .277E+03 4.1 2.70 1.12 0.38 232.13 .309E+03 4.8 2.85 1.06 0.41 232.16 .343E+03 5.6 2.98 1.01 0.44 232.19 .377E+03 6.5 3.11 0.97 0.47 232.22 .412E+03 7.4 3.23 0.94 1.26 228.37 .156E+04 20.6 2.91 1.26 1.37 228.48 .189E+04 25.1 2.93 1.25 1.48 228.59 .224E+04 30.2 2.97 1.24 1.59 228.70 .263E+04 35.8 3.00 1.22 1.70 228.81 .306E+04 42.1 3.04 1.21 1.80 228.91 .353E+04 48.3 3.01 1.22 1.91 229.02 .414E+04 51.9 2.76 1.33 2.02 229.13 .514E+04 60.4 2.59 1.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14906) 64.92 6.67 12.42 77.01 0.78 2.52 OUTFLOW: ID= 1 ( 14505) 64.92 6.66 12.50 77.01 0.78 2.52 1 ADD HYD ( 14905)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 14105): 1.70 0.316) 12.17) 77.44) + ID2= 2 ( 14505): 64.92 6.661 12.50 77.01 ID = 3 ( 14905): 66.63 6.842 12.42 77.02 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 14504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 64.04 222.54 0.0800 66.24 222.44 0.0800 66.97 222.50 0.0800 67.24 222.47 0.0800 70.52 222.63 0.0800 71.85 222.51 0.0800 73.68 221.90 0.0800 /0.0350 Main channel 75.03 221.57 0.0350 Main channel 75.32 221.59 0.0350 Main Channel 75.76 221.70 0.0350 Main Channel 77.67 221.88 0.0350 /0.0800 Main channel 77.94 221.93 0.0800 81.22 222.70 0.0800 83.95 222.65 0.0800 84.46 222.60 0.0800 85.82 222.80 0.0800 88.08 222.68 0.0800 88.80 222.74 0.0800 127.44 222.47 0.0800 131.09 222.76 0.0800 ADD HYD ( 14906)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 14106): 1.75 0.298) 12.17) 75.44) + ID2= 2 ( 14506): 63.17 6.464 12.50 77.05 ID = 3 ( 14906): 64.92 6.665 12.42 77.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 14505)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 68.23 229.13 0.0800 69.15 229.01 0.0800 72.68 229.10 0.0800 75.51 229.11 0.0800 77.63 228.99 0.0800 84.35 229.03 0.0800 87.53 229.00 0.0800 91.78 228.87 0.0800 93.90 228.46 0.0800 98.15 228.17 0.0800 100.98 227.75 0.0800 102.30 227.61 0.0800 /0.0350 Main Channel 103.67 227.18 0.0350 Main channel 104.70 227.11 0.0350 Main channel 106.15 227.61 0.0350 /0.0800 Main Channel 108.28 228.57 0.0800 113.25 229.02 0.0800 114.67 229.12 0.0800 116.08 229.19 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 227.21 .179E+02 0.1 0.64 5.73 0.20 227.31 .556E+02 0.3 1.07 3.44 0.30 227.41 .107E+03 0.7 1.38 2.67 0.40 227.51 .171E+03 1.3 1.64 2.24 0.50 227.61 .250E+03 2.1 1.87 1.96 0.61 227.72 .357E+03 3.6 2.22 1.65 0.72 227.83 .493E+03 5.4 2.44 1.51 0.83 227.94 .652E+03 7.7 2.60 1.41 0.93 228.04 .835E+03 10.3 2.72 1.35 1.04 228.15 .104E+04 13.3 2.82 1.30 1.15 228.26 .128E+04 16.7 2.88 1.28 0.32 221.88 .150E+03 0.6 1.06 4.16 0.38 221.95 .223E+03 1.1 1.33 3.33 0.45 222.01 .305E+03 1.8 1.54 2.86 0.51 222.08 .395E+03 2.6 1.72 2.56 0.58 222.14 .493E+03 3.5 1.87 2.36 0.64 222.21 .600E+03 4.5 2.00 2.20 0.71 222.28 .714E+03 5.7 2.12 2.08 0.77 222.34 .837E+03 7.0 2.22 1.99 0.84 222.41 .969E+03 8.5 2.31 1.91 0.91 222.47 .111E+04 9.9 2.36 1.87 0.97 222.54 .140E+04 11.3 2.13 2.07 1.04 222.60 .193E+04 13.5 1.86 2.37 1.10 222.67 .267E+04 16.5 1.64 2.69 1.17 222.73 .365E+04 20.3 1.47 2.99 1.23 222.80 .480E+04 25.6 1.42 3.12 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14905) 66.63 6.84 12.42 77.02 0.77 2.21 OUTFLOW: ID= 1 ( 14504) 66.63 6.85 12.50 77.02 0.76 2.20 1 CALIB 1 STANDHYD ( 14104) 1ID= 1 DT= 5.0 min Area (ha)= 6.97 Total Imp(%)= 30.11 Dir. Conn.(%)= 20.45 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.10 4.87 Dep. Storage (mm)= 2.00 5.59 Average Slope (%)= 1.00 2.00 Length (m)= 215.57 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- 155.69 142.37 5.00 10.00 3.39 (ii) 9.52 (ii) 5.00 10.00 0.26 0.12 PEAK FLOW (cms)= 0.61 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 1.41 12.08 85.63 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.024 (iii) 12.08 93.72 127.20 0.74 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 221.63 .662E+01 0.0 0.42 10.52 0.13 221.69 .225E+02 0.1 0.65 6.76 0.19 221.76 .497E+02 0.1 0.77 5.71 0.25 221.82 .922E+02 0.3 0.92 4.82 1 ADD HYD ( 14904)1 1 1 + 2 = 3 ID1= 1 ( 14104): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 6.97 2.024 12.08 93.72 + ID2= 2 ( 14504): 66.63 6.847 12.50 77.02 ID = 3 ( 14904): 73.60 7.332 12.42 78.60 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB STANDHYD ( 14103) Area (ha)= 8.66 IID= 1 DT= 5.0 min Total Imp(%)= 33.00 Dir. Conn.(%)= 21.00 ROUTE CHN( 14503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 189.85 0.0600 1.90 189.92 0.0600 7.23 189.82 0.0600 10.08 190.00 0.0600 14.13 190.09 0.0600 15.05 190.18 0.0600 18.61 190.17 0.0600 21.45 190.21 0.0600 26.43 190.04 0.0600 27.85 189.95 0.0600 31.41 190.00 0.0600 32.08 190.10 0.0600 34.25 189.97 0.0600 36.01 189.43 0.0600 /0.0350 Main channel 37.09 189.06 0.0350 Main channel 38.10 189.39 0.0350 /0.0600 Main Channel 39.41 190.16 0.0600 40.72 190.38 0.0600 52.53 190.79 0.0600 66.18 190.50 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 189.14 .110E+02 0.0 0.83 10.94 0.16 189.23 .439E+02 0.1 1.32 6.89 0.24 189.31 .987E+02 0.3 1.73 5.26 0.33 189.39 .176E+03 0.7 2.10 4.34 0.42 189.48 .288E+03 1.4 2.71 3.36 0.51 189.58 .423E+03 2.5 3.20 2.85 0.61 189.67 .583E+03 3.8 3.57 2.55 0.70 189.76 .766E+03 5.4 3.87 2.35 0.79 189.86 .100E+04 7.2 3.93 2.32 0.89 189.95 .159E+04 9.9 3.40 2.68 0.98 190.04 .256E+04 13.8 2.95 3.09 1.07 190.14 .397E+04 20.0 2.75 3.31 1.17 190.23 .578E+04 27.9 2.64 3.45 1.26 190.32 .783E+04 40.5 2.83 3.23 1.35 190.42 .992E+04 55.3 3.05 2.99 1.45 190.51 .121E+05 72.4 3.26 2.79 1.54 190.61 .146E+05 92.1 3.44 2.65 1.64 190.70 .175E+05 115.3 3.61 2.53 1.73 190.79 .207E+05 141.9 3.75 2.43 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14904) 73.60 7.33 12.42 78.60 0.80 3.89 OUTFLOW: ID= 1 ( 14503) 73.60 7.31 12.50 78.60 0.80 3.90 90.92 105.53 109.08 125.99 145.52 178.83 178.53 178.88 178.02 178.50 0.0600 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 178.03 .554E+00 0.0 0.30 2.51 0.05 178.05 .329E+01 0.0 0.41 1.86 0.07 178.08 .830E+01 0.1 0.55 1.38 0.10 178.10 .153E+02 0.2 0.66 1.15 0.12 178.13 .243E+02 0.4 0.76 1.00 0.15 178.15 .366E+02 0.7 0.87 0.87 0.17 178.18 .513E+02 1.1 0.97 0.78 0.20 178.21 .684E+02 1.6 1.06 0.72 0.23 178.23 .879E+02 2.2 1.14 0.67 0.26 178.26 .110E+03 2.9 1.21 0.63 0.28 178.29 .134E+03 3.7 1.28 0.60 0.31 178.31 .161E+03 4.7 1.34 0.57 0.34 178.34 .190E+03 5.8 1.40 0.54 0.36 178.37 .221E+03 7.1 1.46 0.52 0.39 178.39 .255E+03 8.5 1.52 0.50 0.42 178.42 .292E+03 9.9 1.55 0.49 0.44 178.45 .337E+03 11.6 1.58 0.48 0.47 178.48 .388E+03 13.6 1.60 0.48 0.50 178.50 .448E+03 15.9 1.62 0.47 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 14903) 82.25 8.00 12.25 78.55 0.38 1.50 OUTFLOW: ID= 1 ( 14502) 82.25 8.01 12.17 78.55 0.38 1.50 CALIB STANDHYD ( 14102) Area (ha)= 9.73 ID= 1 DT= 5.0 min Total Imp(%)= 40.90 Dir. Conn.(%)= 28.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.98 5.75 Dep. Storage (mm)= 2.00 6.67 Average slope (70= 5.00 2.00 Length (m)= 254.68 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 106.03 5.00 10.00 2.31 (ii) 9.21 (ii) 5.00 10.00 0.30 0.12 1.19 12.08 125.20 127.20 0.98 1.21 12.08 59.24 127.20 0.47 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! *TOTALS* 2.402 (iii) 12.08 77.91 127.20 0.61 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 2.86 5.80 Dep. storage (mm)= 2.00 5.62 Average Slope (%)= 6.00 2.00 Length (m)= 240.21 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- 155.69 113.89 5.00 10.00 2.12 (ii) 8.82 (ii) 5.00 10.00 0.31 0.12 PEAK FLOW (cms)= 0.79 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 1.35 12.08 65.59 127.20 0.52 **** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 67.0 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.134 (iii) 12.08 78.11 127.20 0.61 ADD HYD ( 14903)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 1 ( 14103): 8.66 2.134 12.08 78.11 + ID2= 2 ( 14503): 73.60 7.310 12.50 78.60 ID = 3 ( 14903): 82.25 8.003 12.25 78.55 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 14502)1 1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 16.60 178.93 0.0600 26.05 178.73 0.0600 46.89 178.41 0.0600 65.00 178.60 0.0600 69.11 178.12 0.0600 /0.0350 Main channel 69.34 178.09 0.0350 Main channel 69.77 178.05 0.0350 main Channel 71.38 178.00 0.0350 main Channel 71.56 178.07 0.0350 Main channel 71.91 178.14 0.0350 /0.0600 Main Channel 73.78 178.68 0.0600 80.72 178.52 0.0600 (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 62.0 Ia = Dep. storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 14902) 1 D + 2 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 1 ( 14102): 9.73 2.402 12.08 77.91 + 102= 2 ( 14502): 82.25 8.009 12.17 78.55 ------------------------------------- ID = 3 ( 14902): 91.98 9.451 12.17 78.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 14501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 16.60 178.93 0.0600 26.05 178.73 0.0600 46.89 65.00 69.11 69.34 69.77 71.38 71.56 71.91 73.78 80.72 90.92 105.53 109.08 125.99 145.52 178.41 178.60 178.12 178.09 178.05 178.00 178.07 178.14 178.68 178.52 178.83 178.53 178.88 178.02 178.50 0.0600 0.0600 0.0600 /0.0350 Main channel 0.0350 main Channel 0.0350 main Channel 0.0350 Main channel 0.0350 Main channel 0.0350 /0.0600 Main Channel 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 178,03 .732E+00 0.0 0.34 2.95 0.05 178.05 .435E+01 0.0 0.46 2.18 0.07 178.08 .110E+02 0.1 0.62 1.62 0.10 178.10 .203E+02 0.2 0.74 1.36 0.12 178.13 .321E+02 0.5 0.85 1.18 0.15 178.15 .483E+02 0.8 0.98 1.03 0.17 178.18 .678E+02 1.2 1.09 0.92 0.20 178.21 .904E+02 1.8 1.19 0.85 0.23 178.23 .116E+03 2.5 1.27 0.79 0.26 178.26 .145E+03 3.3 1.36 0.74 0.28 178.29 .177E+03 4.2 1.43 0.70 0.31 178.31 .212E+03 5.3 1.51 0.67 0.34 178.34 .251E+03 6.5 1.57 0.64 0.36 178.37 .292E+03 8.0 1.64 0.61 0.39 178.39 .337E+03 9.5 1.71 0.59 0.42 178.42 .386E+03 11.2 1.74 0.58 0.44 178.45 .445E+03 13.1 1.77 0.57 0.47 178.48 .513E+03 15.3 1.80 0.56 0.50 178.50 .592E+03 INFLOW : ID= 2 ( 14902) OUTFLOW: ID= 1 ( 14501) AREA (ha) 91.98 91.98 17.8 1.82 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 9.45 12.17 78.48 9.66 12.17 78.48 0.55 <-pipe / channel-> MAX DEPTH MAX VEL 0.39 (1.70 0.39 1.71 PEAK FLOW (cms)= 2.660 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 84.687 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.666 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 14101) Area ID= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.98 Imp(%)= 36.70 Dir. Conn.(%)= IMPERVIOUS 0.36 2.00 1.00 80.80 0.013 155.69 5.00 1.88 5.00 0.32 0.16 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.62 6.67 2.00 40.00 0.250 64.94 15.00 (ii) 10.27 (ii) 15.00 0.09 0.07 12.17 44.25 127.20 0.35 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 55.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 36.70 *TOTALS* 0.216 (iii) 12.08 73.95 127.20 0.58 1 D + 2 ADD HYD ( 14901)= 3 1 ID1= 1 ( 14101): + ID2= 2 ( 14501): AREA (ha) 0.98 91.98 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.216 12.08 73.95 9.660 12.17 78.48 ID = 3 ( 14901): 92.96 9.759 12.17 78.43 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 61107)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 2.192 11.99 5.43 0.14 Curve Number (CN)= 84.0 # of Linear Res.(N)= 2.00 0.05 .127E+01 0.09 .353E+01 0.14 .638E+01 0.19 .965E+01 0.24 .132E+02 0.28 .171E+02 0.33 .211E+02 0.38 .252E+02 0.43 .294E+02 0.47 .336E+02 0.52 .378E+02 0.57 .419E+02 0.62 .459E+02 0.66 .498E+02 0.71 .533E+02 0.76 .566E+02 0.81 .595E+02 0.85 .617E+02 0.90 .630E+02 INFLOW : ID= 2 ( 61507) OUTFLOW: ID= 1 ( 61608) 0.0 0.1 0.3 0.5 0.7 1.0 1.4 1.7 2.1 2.6 3.0 3.4 3.8 4.2 4.5 4.8 5.0 5.0 1.95 3.05 3.92 4.67 5.31 5.87 6.37 6.81 7.19 7.52 7.79 8.02 8.20 8.32 8.38 8.38 8.29 8.07 0.84 0.54 0.42 0.35 0.31 0.28 0.26 0.24 0.23 0.22 0.21 0.21 0.20 0.20 0.20 0.20 0.20 0.20 4.7 7.36 0.22 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 11.99 2.58 12.08 84.69 0.48 7.54 11.99 2.58 12.17 84.69 0.48 7.53 CALIB 1 NASHYD ( 61108)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 11.46 Curve Number (CN)= 8.66 # of Linear Res.(N)= 0.27 Unit Hyd Qpeak (cms)= 1.106 PEAK FLOW (cms)=. 1.470 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 78.261 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.615 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 81.0 2.00 ROUTEPIPE(. 61607)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 450.00 Length (m)= 85.26 Slope (m/m)= 0.039 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 561.77 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 1.47 TRAVEL TIME TABLE (mm)FOR FREE FLOW. (cms) DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.03 .426E+00 0.0 1.58 0.06 .119E+01 0.0 2.46 0.09 .214E+01 0.1 3.16 0.12 .324E+01 0.1 3.76 0.15 .444E+01 0.2 4.28 TRAV.TIME min 0.90 0.58 0.45 0.38 0.33 1 ROUTE CHN( 61507)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH (m) 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 INFLOW : OUTFLOW: ELEV (m) 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.11 1.22 1.33 1.44 1.56 1.67 1.78 1.89 2.00 VOLUME (cu.m.) .268E+02 .606E+02 .101E+03 .149E+03 .204E+03 .266E+03 .334E+03 .410E+03 .493E+03 .583E+03 .695E+03 .824E+03 .971E+03 .114E+04 .132E+04 .151E+04 .173E+04 .196E+04 .221E+04 AREA (ha) ID= 2 ( 61107) 11.99 ID= 1 ( 61507) 11.99 Main Channel Main Channel Main Channel Main Channel TRAVEL TIME TABLE > FLOW RATE VELOCITY TRAV.TIME (cms) (m/s) (min) 0.2 1.00 1.94 0.8 1.49 1.30 1.6 1.87 1.04 2.8 2.19 0.89 4.3 2.47 0.79 6.2 2.73 0.71 8.5 2.97 0.65 11.2 3.19 0.61 14.4 3.41 0.57 18.1 3.62 0.54 23.8 3.99 0.49 30.1 4.26 0.46 37.2 4.47 0.43 45.0 4.62 0.42 53.6 4.74 0.41 62.9 4.84 0.40 73.0 4.91 0.40 83.8 4.98 0.39 95.5 5.03 0.39 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.66 12.08 84.69 2.58 12.08 84.69 <-pipe / channel-> MAX DEPTH MAX VEL 0.39 (2.14 0.38 2.12 ROUTEPIPE( 61608)1 IN= 2---> OUT= 1 DT= 5.0 min DEPTH (m) PIPE Number = 1.00 Diameter (mm)= 900.00 Length (m)= 99.01 Slope (m/m)= 0.032 Manning n = 0.009 TRAVEL TIME TABLE VOLUME FLOW RATE VELOCITY (cu.m.) (cms) (m/s) TRAV.TIME min 0.18 0.21 0.24 0.27 0.30 0.33 0.35 0.38 0.41 0.44 0.47 0.50 0.53 0.56 .572E+01 .707E+01 .845E+01 .986E+01 .113E+02 .127E+02 .141E+02 .154E+02 .167E+02 .179E+02 .190E+02 .199E+02 .207E+02 .211E+02 INFLOW : ID= 2 (. 61108) OUTFLOW: ID= 1 (. 61607) 0.3 4.74 0.4 5.14 0.5 5.49 0.7 5.80 0.8 6.06 0.9 6.28 1.1 6.47 1.2 6.61 1.3 6.71 1.4 6.76 1.5 6.75 1.6 6.68 1.6 6.51 1.5 5.93 <---- hydrograph AREA QPEAK TPEAK (ha) (cms) (hrs) 11.46 1.47 12.25 11.46 1.46 12.25 0.30 0.28 0.26 0.25 0.23 0.23 0.22 0.21 0.21 0.21 0.21 0.21 0.22 0.24 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 78.26 0.46 6.76 78.26 0.46 6.76 ADD HYD ( 61906)1 1 + 2 = 3 ID1= 1 ( 61607): + ID2= 2 ( 61608): AREA (ha) 11.46 11.99 QPEAK TPEAK R.V. (cms) (hrs) (mm) 1.463 12.25 78.26 2.583 12.17 84.69 ID = 3 ( 61906): 23.45 4.046 12.17 81.55 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 61606)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 900.00 Length (m)= 452.91 Slope (m/m)= 0.021 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 922.40 THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 4.05 TRAVEL TIME TABLE (mm)FOR FREE FLOW. (cms) DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.05 .611E+01 0.0 1.61 0.10 .170E+02 0.1 2.51 0.15 .307E+02 0.2 3.23 0.19 .464E+02 0.4 3.84 0.24 .636E+02 0.6 4.37 0.29 .820E+02 0.9 4.84 0.34 .101E+03 1.2 5.25 0.39 .121E+03 1.5 5.60 0.44 .141E+03 1.8 5.92 0.49 .161E+03 2.2 6.19 0.53 .182E+03 2.6 6.42 0.58 .201E+03 2.9 6.61 0.63 .221E+03 3.3 6.75 0.68 .239E+03 3.6 6.85 0.73 .256E+03 3.9 6.90 TRAV.TIME min 4.69 3.01 2.34 1.96 1.73 1.56 1.44 1.35 1.28 1.22 1.18 1.14 1.12 1.10 1.09 0.78 0.83 0.87 0.92 INFLOW : ID= OUTFLOW: ID= .272E+03 4.1 .286E+03 4.3 .297E+03 4.4 .303E+03 4.0 AREA (ha) 2 ( 61906) 23.45 1 ( 61606) 23.45 6.90 1. 6.82 1. 6.65 1. 6.06 1. <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 4.05 12.17 81.55 4.08 12.17 81.55 09 11 14 25 <-pipe / channel-> MAX DEPTH MAX VEL 0.76 (6.90 0.76 6.90 CALIB STANDHYD ( 61113) Area ID= 1 DT= 5.0 min Total surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = ***** WARNING: STORAGE COEFF. (ha)= Imp(%)= 1.43 43.00 Dir. Conn.(%)= 31.70 IMPERVIOUS PERVIOUS (i) 0.61 0.81 2.00 5.00 5.50 2.00 97.52 40.00 0.013 0.250 155.69 5.00 1.26 5.00 0.33 0.20 12.08 125.20 127.20 0.98 152.39 10.00 (ii) 7.23 (ii) 10.00 0.14 0.28 12.08 87.62 127.20 0.69 IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.475 (iii) 12.08 99.53 127.20 0.78 ROUTE CHN( 61506)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 DEPTH 0.10 0.20 TRAVEL TIME TABLE ELEV VOLUME FLOW RATE (m) (cu.m.) (cms) 0.10 .605E+02 0.2 0.20 .137E+03 0.6 Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 0.82 1.23 TRAV.TIME (min) 5.31 3.56 0.75 0.81 0.87 0.94 1.00 1.06 1.12 1.19 .717E+02 .786E+02 .851E+02 .913E+02 .968E+02 .102E+03 .106E+03 .108E+03 INFLOW : ID= 2 ( 61905) OUTFLOW: ID= 1 ( 61605) 3.2 3.6 4.0 4.3 4.6 4.8 4.8 4.5 4.41 4.51 4.58 4.61 4.61 4.56 4.44 0.37 0.36 0.36 0.35 0.35 0.36 0.37 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 24.88 4.47 12.17 82.58 0.97 4.61 24.88 4.48 12.17 82.58 0.98 4.61 CALIB NASHYD ( 61109) ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.502 PEAK FLOW (cms)= 1.459 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 77.634 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.610 5.67 6.65 0.10 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW Curve Number (cN)= 82.0 # of Linear Res.(N)= 2.00 IF ANY. ROUTE CHN( 61505)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .159E+03 0.2 0.88 13.10 0.20 0.20 .359E+03 0.7 1.31 8.78 0.30 0.30 .601E+03 1.4 1.64 7.01 0.40 0.40 .884E+03 2.5 1.92 5.99 0.50 0.50 .121E+04 3.8 2.17 5.31 0.60 0.60 .157E+04 5.5 2.40 4.80 0.70 0.70 .198E+04 7.5 2.61 4.41 0.80 0.80 .243E+04 9.9 2.81 4.10 0.90 0.90 .292E+04 12.7 3.00 3.84 1.00 1.00 .345E+04 15.9 3.18 3.62 1.11 1.11 .412E+04 20.9 3.50 3.29 1.22 1.22 .489E+04 26.5 3.74 3.08 1.33 1.33 .576E+04 32.7 3.92 2.93 1.44 1.44 .673E+04 39.6 4.06 2.83 Main Channel Main Channel Main Channel Main Channel 0.30 0.30 .229E+03 1.3 1.54 2.84 0.40 0.40 .336E+03 2.3 1.80 2.43 0.50 0.50 .460E+03 3.6 2.04 2.15 0.60 0.60 .599E+03 5.1 2.25 1.95 0.70 0.70 .754E+03 7.0 2.45 1.79 0.80 0.80 .925E+03 9.3 2.63 1.66 0.90 0.90 .111E+04 11.9 2.81 1.56 1.00 1.00 .131E+04 14.9 2.98 1.47 1.11 1.11 .157E+04 19.6 3.29 1.33 1.22 1.22 .186E+04 24.9 3.51 1.25 1.33 1.33 .219E+04 30.7 3.68 1.19 1.44 1.44 .256E+04 37.1 3.81 1.15 1.56 1.56 .297E+04 44.2 3.91 1.12 1.67 1.67 .342E+04 51.9 3.99 1.10 1.78 1.78 .390E+04 60.2 4.05 1.08 1.89 1.89 .443E+04 69.2 4.10 1.07 2.00 2.00 .499E+04 78.8 4.15 1.06 INFLOW : ID= 2 ( 61113) OUTFLOW: ID= 1 ( 61506) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 1.43 0.48 12.08 99.53 0.16 1.04 1.43 0.42 12.08 99.52 0.15 0.99 1 ADD HYD ( 61905)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 61506): 1.43 0.421) 12.08cms rs) 99.52) + ID2= 2 ( 61606): 23.45 4.082 12.17 81.55 ID = 3 ( 61905): 24.88 4.469 12.17 82.58 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTEPIPE( 61605)1 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)=1050.00 Length (m)= 97.59 Slope (m/m)= 0.014 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1185.74 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 4.47 (cms) < TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.06 .217E+01 0.0 1.08 0.12 .605E+01 0.1 1.68 0.19 .109E+02 0.2 0.25 .165E+02 0.4 0.31 .226E+02 0.7 0.37 .292E+02 1.0 0.44 .360E+02 1.3 0.50 .431E+02 1.7 0.56 .503E+02 2.0 0.62 .575E+02 2.4 0.69 .647E+02 2.8 2.16 2.57 2.92 3.23 3.51 3.75 3.96 4.14 4.29 TRAV.TIME min 1.51 0.97 0.75 0.63 0.56 0.50 0.46 0.43 0.41 0.39 0.38 1.56 1.67 1.78 1.89 2.00 1.56 1.67 1.78 1.89 2.00 .780E+04 .898E+04 .103E+05 .116E+05 .131E+05 INFLOW : ID= 2 ( 61109) OUTFLOW: ID= 1 ( 61505) 47.1 4.17 55.3 4.25 64.1 4.32 73.7 4.37 84.0 4.42 <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.67 1.46 12.08 77.63 5.67 1.20 12.17 77.62 2.76 2.71 2.67 2.63 2.61 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.30 1.65 0.27 1.52 1 CALIB STANDHYD ( 61110) Area (ha)= 7.94 10= 1 DT= 5.0 min Total Imp(%)= 40.00 Dir. Conn.(%)= Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 3.18 4.77 2.00 5.28 1.00 2.00 230.10 40.00 0.013 0.250 155.69 141.94 5.00 10.00 3.53 (ii) 9.66 (ii) 5.00 10.00 0.26 0.11 1.05 1.37 12.08 12.08 125.20 84.53 127.20 127.20 0.98 0.66 ***** WARNING: STORAGE COEFF. Is SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 80.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 31.00 *TOTALS* 2.420 (iii) 12.08 97.14 127.20 0.76 1 ADD HYD ( 61910)1 1 1 + 2 = 3 ID1= 1 ( 61110): + ID2= 2 ( 61505): AREA (ha) 7.94 5.67 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.420 12.08 97.14 1.203 12.17 77.62 ID = 3 ( 61910): 13.61 3.464 12.08 89.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTEPIPE( 61604)1 PIPE Number = 1.00 1 IN= 2---> OUT= 1 Diameter (mm)= 900.00 1 DT= 5.0 min 1 Length (m)= 237.48 Slope (m/m)= 0.012 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 966.48 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 3.46 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.05 .351E+01 0.0 1.25 3.15 0.10 .978E+01 0.1 1.96 2.02 0.15 .177E+02 0.2 2.52 1.57 0.20 .267E+02 0.3 3.00 1.32 0.25 .366E+02 0.5 3.41 1.16 0.31 .472E+02 0.7 3.77 1.05 0.36 .583E+02 1.0 4.09 0.97 0.41 .697E+02 1.3 4.37 0.91 0.46 .813E+02 1.6 4.62 0.86 0.51 .929E+02 1.9 4.83 0.82 0.56 .105E+03 2.2 5.01 0.79 0.61 .116E+03 2.5 5.15 0.77 0.66 .127E+03 2.8 5.26 0.75 0.71 .138E+03 3.1 5.34 0.74 0.76 .148E+03 3.3 5.38 0.74 0.81 .157E+03 3.5 5.38 0.74 0.86 .164E+03 3.7 5.32 0.74 0.92 .171E+03 3.7 5.18 0.76 0.97 .174E+03 3.5 4.73 0.84 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61910) 13.61 3.46 12.08 89.01 0.79 5.38 OUTFLOW: ID= 1 ( 61604) 13.61 3.35 12.08 89.01 0.77 5.38 ADD HYD ( 61904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 61604): 13.61 3.353) 12.08cms rs) 89.01) + ID2= 2 ( 61605): 24.88 4.483 12.17 82.58 ID = 3 ( 61904): 38.49 7.549 12.17 84.85 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTEPIPE( 61603)1 PIPE Number = 1.00 IN= 2---> OUT= 1 1 Diameter (mm)=1200.00 DT= 5.0 min 1 Length (m)= 294.57 Slope (m/m)= 0.034 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1222.17 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 7.55 (cms) TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) > TRAV.TIME min IID= 1 DT= 5.0 min 1 Total Imp(%)= 43.20 Dir. Conn.(%)= IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.92 1.22 Dep. Storage (mm)= 2.00 6.01 Average Slope (%)= 2.00 2.00 Length (m)= 119.44 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms). TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 135.31 5.00 10.00 1.93 (ii) 8.19 (ii) 5.00 10.00 0.31 0.13 0.28 12.08 125.20 127.20 0.98 0.35 12.08 75.13 127.20 0.59 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 73.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 30.50 *TOTALS* 0.632 (iii) 12.08 90.40 127.20 0.71 RESERVOIR( 61401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) INFLOW : ID= 2 ( 61114) OUTFLOW: ID= 1 ( 61401) 0.0000 0.0000 0.2268 0.0148 0.0055 0.0007 0.2403 0.0157 0.0354 0.0020 0.2530 0.0157 0.0868 0.0039 0.2651 0.0157 0.1175 0.0058 0.2767 0.0157 0.1417 0.0075 0.2878 0.0157 0.1623 0.0093 0.2985 0.0158 0.1806 0.0109 0.3047 0.0158 0.1972 0.0125 0.6000 0.0161 0.2125 0.0138 1 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.140 0.632 12.08 90.40 2.140 0.801 12.08 90.38 PEAK FLOW REDUCTION [Qout/Qin](%)=126.87 TIME SHIFT OF PEAK FLOW (min)= 0.00 MAXIMUM STORAGE USED (ha.m.)= 0.0138 **** WARNING : HYDROGRAPH PEAK WAS NOT REDUCED. CHECK OUTFLOW/STORAGE TABLE OR REDUCE DT. 0.06 .697E+01 0.0 1.71 2.87 0.13 .194E+02 0.2 2.67 1.84 0.19 .350E+02 0.4 3.43 1.43 0.26 .529E+02 0.7 4.08 1.20 0.32 .726E+02 1.1 4.65 1.06 0.39 .936E+02 1.6 5.14 0.96 0.45 .116E+03 2.2 5.57 0.88 0.51 .138E+03 2.8 5.96 0.82 0.58 .161E+03 3.4 6.29 0.78 0.64 .184E+03 4.1 6.58 0.75 0.71 .207E+03 4.8 6.82 0.72 0.77 .230E+03 5.5 7.02 0.70 0.84 .252E+03 6.1 7.17 0.68 0.90 .273E+03 6.7 7.28 0.67 0.96 .293E+03 7.3 7.33 0.67 1.03 .311E+03 7.7 7.33 0.67 1.09 .326E+03 8.0 7.25 0.68 1.16 .339E+03 8.1 7.06 0.69 1.22 .346E+03 7.6 6.44 0.76 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61904) 38.49 7.55 12.17 84.85 1.00 7.33 OUTFLOW: ID= 1 ( 61603) 38.49 7.65 12.17 84.85 1.02 7.33 1 CALIB 1 STANDHYD ( 61106) Area (ha)= 23.13 1ID= 1 DT= 5.0 min 1 Total Imp(%)= 43.10 Dir. Conn.(%)= 32.60 IMPERVIOUS PERVIOUS Surface Area (ha)= 9.97 13.16 Dep. Storage (mm)= 2.00 5.74 Average Slope (%)= 2.00 2.00 Length (m)= 392.68 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (1) 155.69 139.60 5.00 15.00 3.95 (ii) 10.13 (ii) 5.00 15.00 0.24 0.10 PEAK FLOW (cms). 3.21 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 3.42 12.17 80.31 127.20 0.63 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 77.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 6.239 (iii) 12.08 94.94 127.20 0.75 1 CALIB 1 STANDHYD ( 61114) Area (ha)= 2.14 2.00 1.00 0.1000 7.20 0.30 0.1000 /0.0350 Main Channel 8.10 0.00 0.0350 Main Channel 9.90 0.00 0.0350 Main Channel 10.80 0.30 0.0350 /0.1000 Main Channel 16.00 1.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 0.05 .192E+02 0.1 0.59 5.56 0.10 0.10 .415E+02 0.2 0.90 3.66 0.15 0.15 .666E+02 0.4 1.14 2.89 0.20 0.20 .948E+02 0.6 1.34 2.46 0.25 0.25 .126E+03 1.0 1.51 2.17 0.30 0.30 .160E+03 1.4 1.67 1.96 0.35 0.35 .202E+03 1.9 1.89 1.74 0.41 0.41 .253E+03 2.6 2.04 1.61 0.46 0,46 .313E+03 3.4 2.14 1,53 0.52 0,52 .381E+03 4.3 2.22 1,48 0.57 0.57 .458E+03 5.3 2.27 1.45 0.62 0.62 .543E+03 6.3 2.31 1.42 0.68 0.68 .636E+03 7.5 2.34 1.40 0.73 0.73 .738E+03 8.9 2.37 1.39 0.78 0.78 .849E+03 10.3 2.39 1.38 0.84 0.84 .968E+03 11.8 2.41 1.36 0.89 0.89 .110E+04 13.5 2.43 1.35 0.95 0.95 .123E+04 15.3 2.45 1.34 1.00 1.00 .138E+04 17.2 2.47 1.33 INFLOW ID= 2 ( 61401) OUTFLOW: ID= 1 ( 61510) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2.14 0.80 12.08 90.38 0.22 1.42 2.14 0.59 12.08 90.38 0.19 1.29 1 ADD HYD ( 61911)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 61106): 23.13 6.239) 12.08cms rs) 94.94) + 102= 2 ( 61510): 2.14 0.591 12.08 90.38 ID = 3 ( 61911): 25.27 6.830 12.08 94.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 61911)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 101= 3 ( 61911): 25.27 6.830 12.08 94.56 + 102= 2 ( 61603): 38.49 7.654 12.17 84.85 1 ROUTE CNN( 61510)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning ID = 1 ( 61911): 63.76 14.124 12.08 88.70 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. DIVERTHYD( 61801)1 IN= 1 # OUT= 5 1 1.04 190.26 .178E+04 36.5 5.77 0.81 1.10 190.32 .194E+04 41.6 6.03 0.78 1.16 190.38 .212E+04 46.8 6.22 0.75 outflow / Inflow Relationships Flow 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.21 0.00 0.00 0.00 0.29 0.08 0.42 0.00 0.00 0.00 0.50 0.09 0.93 0.00 0.00 0.00 1.02 0.10 2.00 0.00 0.00 0.00 2.10 0.12 3.58 0.00 0.00 0.00 3.70 0.12 4.68 0.00 0.00 0.00 4.81 0.13 5.98 0.00 0.00 0.00 6.11 0.15 6.86 0.00 0.00 0.00 7.00 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) TOTAL HYD.(ID= 1): 63.76 14.12 12.08 88.70 ID= 2 ( 2) 6.09 0.29 12.08 88.70 ID= 3 ( 2) : 57.68 13.83 12.08 88.70 ID= 4 ( 2) 0.00 0.00 0.00 0.00 ID= 5 ( 2) 0.00 0.00 0.00 0.00 ID= 6 ( 2) 0.00 0.00 0.00 0.00 ROUTE CHN( 61504)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 190.32 0.0400 1.00 190.38 0.0400 2.00 190.14 0.0400 3.00 189.71 0.0400 /0.0400 Main Channel 4.00 189.22 0.0400 Main Channel 5.00 189.23 0.0400 Main Channel 6.00 189.31 0.0400 Main channel 7.00 189.44 0.0400 Main Channel 8.00 189.57 0.0400 Main Channel 9.00 189.70 0.0400 /0.0400 Main channel 10.75 189.79 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 189.28 .210E+02 0.1 0.87 5.41 0.12 189.34 .571E+02 0.3 1.33 3.52 0.18 189.40 .104E+03 0.6 1.72 2.73 0.24 189.46 .161E+03 1.2 2.04 2.30 0.30 189.52 .228E+03 1.9 2.32 2.02 0.36 189.58 .305E+03 2.8 2.58 1.82 0.43 189.64 .392E+03 3.9 2.83 1.66 0.49 189.70 .489E+03 5.3 3.05 1.54 0.55 189.76 .602E+03 7.3 3.41 1.38 0.61 189.83 .738E+03 9.7 3.70 1.27 0.67 189.89 .879E+03 12.5 4.01 1.17 0.73 189.95 .102E+04 15.7 4.33 1.08 0.79 190.01 .117E+04 19.2 4.63 1.01 0.86 190.07 .132E+04 23.1 4.93 0.95 0.92 190.14 .147E+04 27.2 5.23 0.90 0.98 190.20 .162E+04 31.7 5.50 0.85 < 0.00 188.39 0.0400 1.00 188.29 0.0400 2.00 188.18 0.0400 3.00 188.02 0.0400 4.00 187.90 0.0400 /0.0400 Main Channel 5.00 187.79 0.0400 Main Channel 6.00 187.60 0.0400 Main Channel 7.00 187.53 0.0400 Main Channel 8.00 187.61 0.0400 Main Channel 9.00 187.88 0.0400 /0.0400 Main Channel 10.00 188.06 0.0400 11.50 188.05 0.0400 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 187.56 .152E+01 0.0 0.27 10.09 0.05 187.58 .606E+01 0.0 0.43 6.36 0.08 187.61 .136E+02 0.0 0.58 4.79 0.11 187.64 .232E+02 0.1 0.75 3.66 0.13 187.66 .338E+02 0.2 0.91 3.05 0.16 187.69 .456E+02 0.3 1.04 2.67 0.19 187.72 .584E+02 0.4 1.15 2.39 0.22 187.75 .724E+02 0.6 1.26 2.19 0.24 187.77 .874E+02 0.7 1.36 2.03 0.27 187.80 .104E+03 0.9 1.45 1.91 0.30 187.83 .121E+03 1.1 1.52 1.82 0.32 187.85 .140E+03 1.3 1.58 1.74 0.35 187.88 .161E+03 1.6 1.65 1.67 0.38 187.91 .184E+03 1.9 1.75 1.57 0.41 187.94 .209E+03 2.4 1.89 1.46 0.43 187.96 .236E+03 2.9 2.01 1.38 0.46 187.99 .265E+03 3.4 2.11 1.31 0.49 188.02 .296E+03 3.9 2.21 1.25 0.52 188.05 .328E+03 4.6 2.31 1.20 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61903) 7.95 0.66 12.08 84.42 0.23 1.33 OUTFLOW: ID= 1 ( 61503) 7.95 0.62 12.08 84.42 0.23 1.30 ROUTEPIPE(. 61602)1 PIPE Number = 1.00 IN= 2---> OUT= 1 Diameter (mm)=1500.00 DT= 5.0 min 1 Length (m)= 551.75 Slope (m/m)= 0.039 Manning n = 0.013 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.08 .197E+02 0.1 2.10 4.38 0.16 .547E+02 0.3 3.28 2.81 0.24 .988E+02 0.8 4.22 2.18 0.32 .149E+03 1.4 5.01 1.83 0.39 .205E+03 2.1 5.70 1.61 0.47 .264E+03 3.0 6.31 1.46 0.55 .326E+03 4.0 6.84 1.34 0.63 .390E+03 5.2 7.31 1.26 0.71 .455E+03 6.4 7.72 1.19 INFLOW : ID= 2 ( 61801) OUTFLOW: ID= 1 ( 61504) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 6.09 0.29 12.08 88.70 0.13 1.35 6.09 0.29 12.17 88.70 0.12 1.35 CALIB STANDHYD ( 61105) Area (ha)= 1.87 SID= 1 DT= 5.0 min Total Imp(%)= 36.00 Dir. Conn.(%)= 28.00 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 0.67 1.19 Dep. Storage (mm)= 2.00 6.78 Average Slope (%)= 1.00 2.00 Length (m)= 111.56 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 81.33 5.00 10.00 2.29 (ii) 9.95 (ii) 5.00 10.00 0.30 0.11 PEAK FLOW (cms)= 0.23 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.18 12.08 49.18 127.20 0.39 ***** WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 56.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.410 (iii) 12.08 70.46 127.20 0.55 1 ADD HYD ( 61903)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 61105): 1.87 0.410 12.08 70.46 + ID2= 2 ( 61504): 6.09 0.291 12.17 88.70 ID = 3 ( 61903): 7.95 0.660 12.08 84.42 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 61503)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.79 .520E+03 7.6 8.08 1.14 0.87 .585E+03 8.9 8.37 1.10 0.95 .649E+03 10.1 8.62 1.07 1.03 .711E+03 11.3 8.81 1.04 1.11 .770E+03 12.5 8.94 1.03 1.18 .826E+03 13.5 9.01 1.02 1.26 .876E+03 14.3 9.00 1.02 1.34 .920E+03 14.9 8.90 1.03 1.42 .955E+03 15.0 8.67 1.06 1.50 .975E+03 14.0 7.91 1.16 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61801) 57.68 13.83 12.08 88.70 1.22 9.00 OUTFLOW: ID= 1 ( 61602) 57.68 13.27 12.17 88.70 1.17 8.99 CALIB NASHYD ( 61111) Area (ha)= 1.90 curve Number (CN)= 79.0 ID= 1 DT= 5.0 min Ia (mm)= 4.47 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.15 Unit Hyd Qpeak (cms)= 0.490 PEAK FLOW (cms)= 0.468 (1) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 78.692 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.619 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 61509)1 I IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .492E+02 0.4 1.79 1.99 0.20 0.20 .111E+03 1.4 2.67 1.34 0.30 0.30 .186E+03 2.9 3.34 1.07 0.40 0.40 .274E+03 5.0 3.91 0.91 0.50 0.50 .374E+03 7.7 4.41 0.81 0.60 0.60 .488E+03 11.1 4.88 0.73 0.70 0.70 .614E+03 15.2 5.31 0.67 0.80 0.80 .753E+03 20.1 5.71 0.62 0.90 0.90 .905E+03 25.8 6.10 0.58 1.00 1.00 .107E+04 32.3 6.46 0.55 1.11 1.11 .128E+04 42.5 7.13 0.50 1.22 1.22 .151E+04 53.9 7.62 0.47 1.57 (ii) 10.54 (ii) 5.00 15.00 0.33 0.09 1.33 1.33 .178E+04 66.5 7.98 0.45 1.44 1.44 .208E+04 80.5 8.26 0.43 1.56 1.56 .242E+04 95.8 8.48 0.42 1.67 1.67 .278E+04 112.4 8.65 0.41 1.78 1.78 .318E+04 130.4 8.78 0.41 1.89 1.89 .360E+04 149.9 8.90 0.40 2.00 2.00 .406E+04 170.8 8.99 0.40 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61111) 1.90 0.47 12.08 78.69 0.11 1.82 OUTFLOW: ID= 1 ( 61509) 1.90 0.45 12.17 78.69 0.10 1.81 CALIB STANDHYD ( 61112) Area (ha)= 2.39 ID= 1 DT= 5.0 min 1 Total Imp(%)= 42.50 Dir. Conn.(%)= 35.90 IMPERVIOUS PERVIOUS (1) Surface Area (ha)= 1.02 1.37 Dep. Storage (mm)= 2.00 5.75 Average Slope (%)= 8,00 2.00 Length (m)= 126,20 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (m) - RUNOFF COEFFICIENT = 155.69 91.21 5.00 10.00 1.32 (ii) 8.64 (ii) 5.00 10.00 0.33 0.12 0.37 12.08 125.20 127.20 0.98 0.25 12.08 55.64 127.20 0.44 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 61.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.626 (iii) 12.08 80.61 127.20 0.63 CALIB STANDHYD ( 61115) Area (ha)= 0.53 ID= 1 DT= 5.0 min 1 Total Imp(%)= 44.00 Dir. Conn.(%)= 34.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.23 0.30 Dep. Storage (mm)= 2.00 9.63 Average Slope (%)= 1.00 2.00 Length (m)= 59.60 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) 155.69 54.96 15.00 5.00 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 191.10 .185E+01 0.0 1.12 0.92 0.18 191.20 .742E+01 0.2 1.78 0.58 0.27 191.29 .165E+02 0.6 2.42 0.43 0.37 191.38 .278E+02 1.3 3.01 0.34 0.46 191.47 .411E+02 2.3 3.51 0.29 0.55 191.56 .565E+02 3.6 3.95 0.26 0.64 191.65 .739E+02 5.2 4.35 0.24 0.73 191.74 .100E+03 7.2 4.43 0.23 0.83 191.85 .143E+03 10.6 4.59 0.23 0.94 191.95 .187E+03 14.8 4.90 0.21 1.04 192.05 .232E+03 19.6 5.26 0.20 1.14 192.16 .277E+03 25.6 5.73 0.18 1.25 192.26 .324E+03 32.2 6.17 0.17 1.35 192.36 .371E+03 39.4 6.59 0.16 1.45 192.47 .420E+03 47.3 7.00 0.15 1.56 192.57 .469E+03 55.8 7.38 0.14 1.66 192.67 .519E+03 64.9 7.75 0.13 1.77 192.78 .578E+03 74.2 7.97 0.13 1.87 192.88 .664E+03 85.3 7.96 0.13 INFLOW : ID= 2 ( 61907) OUTFLOW: ID= 1 ( 61508) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 4.82 1.15 12.08 77.98 0.34 2.82 4.82 1.11 12.08 77.98 0.33 2.78 1 DIVERTHYD( 10801)1 IN= 1 # OUT= 5 1 Outflow / Inflow Relationships F10w 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.02 0.06 0.03 0.00 0.00 0.00 0.09 0.08 0.04 0.00 0.00 0.00 0.12 0.22 0.14 0.00 0.00 0.00 0.37 0.41 0.28 0.00 0.00 0.00 0.69 0.47 0.35 0.00 0.00 0.00 0.81 AREA QPEAK TPEAK R.V. TOTAL HYD.(ID= 1): 4.82 (1.11 12 08 77.98 ID= 2 ( 2) 3.06 0.63 12.08 77.98 ID= 3 ( 2) 1.76 0.48 12.08 77.98 ID= 4 ( 2) 0.00 0.00 0.00 0.00 ID= 5 ( 2) 0.00 0.00 0.00 0.00 ID= 6 ( 2) 0.00 0.00 0.00 0.00 CALIB 1 STANDHYD ( 61116)1 Area (ha)= 0.55 ID= 1 DT= 5.0 min Total Imp(%)= 36.50 Dir. Conn.(%)= 25.20 Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= 0.08 0.03 TIME TO PEAK (hrs)= 12.08 12.17 RUNOFF VOLUME (mm)= 125.20 32.03 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.25 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 40.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.102 (iii) 12.08 63.70 127.20 0.50 ADD HYD ( 61907)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 61112): 2.39 0.626 12.08 80.61 + ID2-2 ( 61115)_--_-0'53_-0.1102-- -_ 12.08 63.70- ID = 3 ( 61907): 2.92 0.728 12.08 77.53 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 61907)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 61907): 2.92 0.728) 12.08cms rs) 77.53 + IN- 2 ( 61509): 1.90 0.446 12.17 78.69 ID = 1 ( 61907): 4.82 1.150 12.08 77.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 61508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------> Distance Elevation Manning 0.00 191.67 0.0400 1.00 191.69 0.0400 2.00 191.72 0.0400 3.00 191.74 0.0400 /0.0200 Main Channel 4.00 191.38 0.0200 Main Channel 5.00 191.01 0.0200 Main Channel 6.00 191.24 0.0200 Main Channel 7.00 192.05 0.0200 /0.0400 Main channel 8.00 192.72 0.0400 9.00 192.88 0.0400 10.00 192.76 0.0400 11.00 192.74 0.0400 12.00 192.74 0.0400 13.00 192.76 0.0400 14.25 192.77 0.0400 IMPERVIOUS PERVIOUS Surface Area (ha)= 0.20 0.35 Dep. Storage (mm)= 2.00 6.66 Average Slope (%)= 1.00 2.00 Length (m)= 60.50 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= (1) 155.69 58.35 5.00 15.00 1.58 (ii) 10.34 (ii) 5.00 15.00 0.33 0.09 PEAK FLOW (cms)- 0.06 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.04 12.17 34.21 127.20 0.27 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 41.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.090 (iii) 12.08 57.13 127.20 0.45 1 ADD HYD ( 61912)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 10801): 1.76 0.475) 12.08cms rs) 77.98) + IN- 2 ( 61116): 0.55 0.090 12.08 57.13 ID = 3 ( 61912): 2.31 0.565 12.08 73.04 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 61502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 186.82 0.0400 1.00 186.62 0.0400 2.00 186.46 0.0400 /0.0400 Main Channel 3.00 186.27 0.0400 Main Channel 4.00 186.26 0.0400 Main Channel 5.00 186.55 0.0400 /0.0400 Main Channel 6.00 186.67 0.0400 7.50 186.68 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 186.28 .323E+01 0.0 0.22 16.96 0.04 186.30 .931E+01 0.0 0.41 9.37 0.07 186.32 .164E+02 0.0 0.54 7.07 0.09 186.34 .245E+02 0.1 0.65 5.89 0.11 186.37 .336E+02 0.1 0.74 5.14 0.13 186.39 .437E+02 0.2 0.83 4.61 0.16 186.41 .548E+02 0.2 0.90 4.22 0.18 186.43 .669E+02 0.3 0.98 3.90 0.20 186.46 .801E+02 0.4 1.04 3.65 0.22 186.48 .947E+02 0.5 1.14 3.34 0.25 186.50 .110E+03 0.6 1.22 3.12 0.27 186.52 .127E+03 0.7 1.30 2.93 0.29 186.55 .145E+03 0.9 1.37 2.79 0.31 186.57 .165E+03 1.0 1.45 2.62 0.34 186.59 .186E+03 1.2 1.53 2.49 0.36 186.62 .208E+03 1.5 1.59 2.39 0.38 186.64 .233E+03 1.7 1.66 2.30 0.41 186.66 .259E+03 1.9 1.72 2.22 0.43 186.69 .288E+03 2.2 1.75 2.17 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61912) 2.31 0.57 12.08 73.04 0.24 1.20 OUTFLOW: ID= 1 ( 61502) 2.31 0.54 12.08 73.00 0.24 1,18 STLIB 1 ANDHYD ( 61102)1 Area (ha)= 1.03 ID= 1 DT= 5.0 min Total Imp(%)= 30.40 Dir. Conn.(%)= 21.00 Surface Area (ha)= Dep. Storage (mm) - Average Slope (%)_ Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = IMPERVIOUS 0.31 2.00 1.00 82.79 0.013 155.69 5.00 1.91 5.00 0.31 0.09 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.72 5.00 2.00 40.00 0.250 69.91 15.00 (ii) 10.06 (ii) 15.00 0.10 0.09 12.17 42.39 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.170 (iii) 12.08 59.78 127.20 0.47 CALIB 1 STANDHYD ( 61103)1 Area (ha)= 3.83 ID= 1 DT= 5.0 min 1 Total Imp(%)= 44.30 Dir. Conn.(%)= 36.20 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.70 2.13 Dep. Storage (mm)= 2.00 6.70 < 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 10.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .324E+01 0.0 0.49 0.20 0.20 .130E+02 0.1 0.78 0.30 0.30 .291E+02 0.4 1.02 0.40 0.40 .518E+02 0.8 1.24 0.50 0.50 .809E+02 1.4 1.44 0.60 0.60 .117E+03 2.3 1.62 0.70 0.70 .159E+03 3.5 1.80 0.80 0.80 .207E+03 5.0 1.96 0.90 0.90 .262E+03 6.9 2.12 1.00 1.00 .324E+03 9.1 2.28 1.11 1.11 .402E+03 12.8 2.57 1.22 1.22 .492E+03 16.9 2.79 1.33 1.33 .594E+03 21.6 2.95 1.44 1.44 .707E+03 26.9 3.07 1.56 1.56 .833E+03 32.7 3.17 1.67 1.67 .971E+03 39.1 3.26 1.78 1.78 .112E+04 46.0 3.32 1.89 1.89 .128E+04 53.6 3.38 2.00 2.00 .146E+04 61.7 3.43 INFLOW : ID= 2 ( 61104) OUTFLOW: ID= 1 ( 61501) TRAV.TIME (min) 2.75 1.73 1.32 1.09 0.94 0.83 0.75 0.69 0.63 0.59 0.52 0.48 0.46 0.44 0.42 0.41 0.41 0.40 0.39 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7.98 1.60 12.08 70.93 0.52 1.47 7.98 1.53 12.08 70.93 0.51 1.45 1 ADD HYD ( 61902)1 1 + 2 = 3 ID1= 1 ( 61102): + ID2= 2 ( 61103): AREA (ha) 1.03 3.83 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.170 12.08 59.78 0.839 12.08 74.14 ID = 3 ( 61902): 4.86 1.009 12.08 71.10 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 AlHYD ( 61902)1 3 + = 1 ID1= 3 ( 61902): + ID2= 2 ( 61501): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 4.86 1.009 12.08 71.10 7.98 1.529 12.08 70.93 ID = 1 ( 61902): 12.84 2.538 12.08 70.99 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. Average Slope Length Mannings n (%)- (m). Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 1.00 159.82 0.013 155.69 5.00 2.84 5.00 0.28 0.60 12.08 125.20 127.20 0.98 2.00 40.00 0.250 75.75 15.00 (ii) 10.72 (ii) 15.00 0.09 0.28 12.17 45.17 127.20 0.36 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.839 (iii) 12.08 74.14 127.20 0.58 1 CALIB 1 STANDHYD ( 61104) 1ID= 1 DT= 5.0 min Area (ha)= 7.98 Total Imp(%)= 39.00 Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 Storage Coeff. (min)= 3.53 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)- 0.26 PEAK FLOW (cms)= 1.02 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 Dir. Conn.(%)= 30.00 IMPERVIOUS PERVIOUS (i) 3.11 4.87 2.00 8.54 1.00 2.00 230.72 40.00 0.013 0.250 80.78 15.00 (ii) 11.22 (ii) 15.00 0.09 0.68 12.17 47.67 127.20 0.37 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 55.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.599 (iii) 12.08 70.93 127.20 0.56 1 ROUTE CHN( 61501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 1 ADD +YD2 ( 61902) 1 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 61902): 12.84 2.538 12.08 70.99 + ID2= 2 ( 61502): 2.31 0.540 12.08 73.00 ---------------------------- ID = 3 ( 61902): 15.16 3.078 12.08 71.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 61902)1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 61902): 15.16 (cms)078 12.08) 71.30 + ID2= 2 ( 61503): 7.95 0.619 12.08 84.42 ID = 1 ( 61902): 23.11 3.697 12.08 75.81 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1D + 2 ADD YD ( 61902)= 3 1 1 ID1= 1 ( 61902): + ID2= 2 ( 61602): AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) 23.11 3.697 12.08 75.81 57.68 13.270 12.17 88.70 ID = 3 ( 61902): 80.79 16.873 12.08 85.01 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTEPIPE( 61601)1 IN= 2---> OUT= 1 DT= 5.0 min PIPE Number = 1.00 Diameter (mm)= 900.00 Length (m)= 98.09 Slope (m/m)= 0.046 Manning n = 0.024 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1964.95 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 16.87 (cms) TRAVEL TIME TABLE DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.10 .600E+01 0.1 1.48 0.21 .167E+02 0.4 2.31 0.31 .301E+02 0.9 2.97 0.41 .456E+02 1.6 3.53 0.52 .625E+02 2.6 4.02 0.62 .806E+02 3.7 4.44 0.72 .995E+02 4.9 4.82 0.83 .119E+03 6.2 5.15 0.93 .139E+03 7.7 5.44 1.03 .159E+03 9.2 5.69 1.14 .179E+03 10.7 5.90 1.24 .198E+03 12.3 6.07 1.34 .217E+03 13.7 6.20 1.45 .235E+03 15.1 6.29 1.55 .252E+03 16.3 6.34 1.65 .267E+03 17.3 6.34 TRAV.TIME min 1.11 0.71 0.55 0.46 0.41 0.37 0.34 0.32 0.30 0.29 0.28 0.27 0.26 0.26 0.26 0.26 1.76 .281E+03 18.0 6.27 0.26 1.86 .291E+03 18.2 6.11 0.27 1.96 .297E+03 16.9 5.57 0.29 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 61902) 80.79 16.87 12.08 85.01 1.61 6.34 OUTFLOW: ID= 1 ( 61601) 80.79 16.69 12.08 85.01 1.59 6.34 PEAK FLOW (cms)= 6.436 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 84.530 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.665 CALIB STANDHYD ( 61101) Area (ha)= 1.10 ID= 1 DT= 5.0 min Total Imp(%)= 32.92 Dir. Conn.(%)= 32.10 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 0.36 0.74 Dep. Storage (mm)= 2.00 9.06 Average Slope (%)= 1.00 2.00 Length (m)= 85.61 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 71.86 5.0 15.00 1.95 (ii) 10.00 (ii) 5.00 15.00 0.31 0.10 0.15 12.08 125.20 127.20 0.98 0.09 12.17 47.78 127.20 0.38 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN. PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.234 (iii) 12.08 72.63 127.20 0.57 1 ADD HYD ( 61901)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 61101): 1.10 0.234) 12.08cms rs) 72.63) + ID2= 2 ( 61601): 80.79 16.691 12.08 85.01 ID = 3 ( 61901): 81.89 16.925 12.08 84.85 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 10110)1 Area (ha)= 35.01 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 6.64 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.18 Unit Hyd Qpeak (cms)= 5.021 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.50 208.03 207.90 207.77 207.65 207.55 207.60 208.01 208.54 208.88 208.98 208.98 208.96 208.95 208.96 0.0200 Main Channel 0.0200 Main channel 0.0200 Main Channel 0.0200 Main Channel 0.0200 Main channel 0.0200 Main channel 0.0200 Main Channel 0.0200 Main channel 0.0200 Main channel 0.0200 /0.0400 Main Channel 0.0400 0.0400 0.0400 0.0400 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 207.62 .119E+02 0.1 0.93 3.01 0.14 207.69 .376E+02 0.3 1.55 1.81 0.21 207.76 .729E+02 0.9 2.01 1.40 0.29 207.83 .117E+03 1.7 2.42 1.16 0.36 207.90 .170E+03 2.8 2.79 1.01 0.43 207.98 .232E+03 4.3 3.11 0.91 0.50 208.05 .302E+03 6.1 3.41 0.83 0.57 208.12 .381E+03 8.3 3.68 0.76 0.64 208.19 .470E+03 10.9 3.93 0.72 0.71 208.26 .569E+03 14.0 4.15 0.68 0.79 208.33 .679E+03 17.5 4.36 0.64 0.87 208.41 .849E+03 23.5 4.67 0.60 0.95 208.49 .103E+04 30.3 5.00 0.56 1.03 208.58 .120E+04 37.9 5.32 0.53 1.11 208.66 .138E+04 46.2 5.63 0.50 1.19 208.74 .157E+04 55.2 5.93 0.47 1.27 208.82 .176E+04 64.9 6.24 0.45 1.35 208.90 .195E+04 74.8 6.49 0.43 1.43 208.98 .216E+04 83.8 6.55 0.43 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 10602) 35.01 6.45 12.17 84.53 0.51 3.45 OUTFLOW: ID= 1 ( 10507) 35.01 6.45 12.17 84.53 0.51 3.45 CALIB STANDHYD ( 10112) Area (hr 3.60 ID= 1 DT= 5.0 min Total Imp( 43.90 Dir. Conn.(%)= 29.10 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.58 2.02 Dep. Storage (mm)= 2.00 5.19 Average Slope (%)= 3.30 2.00 Length (m)= 154.87 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 165.46 5.00 10.00 1.94 (ii) 7.71 (ii) 5.00 10.00 0.31 0.13 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTEPIPE( 10602)1 IN= 2---> OUT= 1 DT= 5.0 min J PIPE Number = 1.00 Diameter (mm)= 900.00 Length (m)= 885.31 Slope (m/m)= 0.014 Manning n = 0.013 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 1359.55 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 6.44 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.07 .259E+02 0.0 1.18 12.52 0.14 .721E+02 0.1 1.84 8.03 0.21 .130E+03 0.3 2.37 6.24 0.29 .197E+03 0.6 2.81 5.25 0.36 .270E+03 1.0 3.20 4.61 0.43 .348E+03 1.4 3.54 4.17 0.50 .430E+03 1.9 3.84 3.84 0.57 .514E+03 2.4 4.10 3.60 0.64 .600E+03 2.9 4.33 3.41 0.72 .686E+03 3.5 4.53 3.26 0.79 .771E+03 4.1 4.70 3.14 0.86 .855E+03 4.7 4.84 3.05 0.93 .937E+03 5.2 4.94 2.99 1.00 .102E+04 5.8 5.02 2.94 1.07 .109E+04 6.2 5.05 2.92 1.14 .116E+04 6.6 5.05 2.92 1.22 .121E+04 6.8 5.00 2.95 1.29 .126E+04 6.9 4.87 3.03 1.36 .129E+04 6.4 4.44 3.33 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 10110) 35.01 6.44 12.17 84.53 1.12 5.05 OUTFLOW: ID= 1 ( 10602) 35.01 6.45 12.17 84.53 1.12 5.05 ROUTE CHN( 10507)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 208.35 0.0400 1.00 208.34 0.0400 2.00 208.34 0.0400 3.00 208.33 0.0400 /0.0200 Main Channel 4.00 208.24 0.0200 Main Channel 5.00 208.15 0.0200 Main Channel PEAK FLOW (cms)= 0.45 0.74 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 90.61 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.71 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.193 (iii) 12.08 100.68 127.20 0.79 RESERVOIR( 10402)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) INFLOW ID= 2 ( 10112) OUTFLOW: ID= 1 ( 10402) 0.0000 0.0000 0.0733 0.0192 0.0023 0.0002 0.0784 0.0217 0.0082 0.0007 0.0832 0.0240 0.0277 0.0027 0.0877 0.0261 0.0392 0.0054 0.0919 0.0278 0.0480 0.0082 0.0960 0.0291 0.0554 0.0110 0.1000 0.0296 0.0620 0.0139 0.1037 0.0297 0.0679 0.0166 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 3.598 1.193 12.08 100.68 3.598 0.991 12.08 100.67 PEAK FLOW REDUCTION [gout/Qin](%)= 83.04 TIME SHIFT OF PEAK FLOW (min)= 0.00 MAXIMUM STORAGE USED (ha.m.)= 0.0567 1 ROUTEPIPE( 10601)1 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 525.00 Length (m)= 56.46 Slope (m/m)= 0.005 Manning n = 0.009 **** WARNING: MINIMUM PIPE SIZE REQUIRED = 712.16 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.99 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.04 .454E+00 0.0 0.66 1.42 0.07 .126E+01 0.0 1.03 0.91 0.11 .228E+01 0.1 1.33 0.71 0.15 .345E+01 0.1 1.58 0.60 0.19 .473E+01 0.2 1.80 0.52 0.22 .609E+01 0.2 1.99 0.47 0.26 .752E+01 0.3 2.15 0.44 0.30 .899E+01 0.4 2.30 0.41 0.34 .105E+02 0.5 2.43 0.39 0.37 .120E+02 0.5 0.41 .135E+02 0.6 0.45 .150E+02 0.7 0.49 .164E+02 0.8 0.52 .178E+02 0.9 0.56 .190E+02 1.0 0.60 .202E+02 1.0 0.64 .212E+02 1.1 0.67 .220E+02 1.1 0.71 .225E+02 1.0 INFLOW : ID= 2 ( 10402) OUTFLOW: ID= 1 ( 10601) AREA (ha) 3.60 3.60 2.54 2.64 2.71 2.77 2.81 2.83 2.83 2.80 2.73 0.37 0.36 0.35 0.34 0.33 0.33 0.33 0.34 0.34 2.49 0.38 <---- hydrograph ----> <-pipe / channel-> QPEAK TPEAK R.V. MAX DEPTH MAX VEL (cms) (hrs) (mm) (m) (m/s) 0.99 12.08 100.67 0.58 2.83 0.99 12.08 100.67 0.59 2.83 ADD HYD ( 10907)1 1 + 2 = 3 AREA (ha) ID1= 1 ( 10507): 35.01 + ID2= 2 ( 10601): 3.60 QPEAK TPEAK R.V. (cms) (hrs) (mm) 6.451 12.17 84.53 0.993 12.08 100.67 ID = 3 ( 10907): 38.61 7.434 12.17 86.03 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 10506)1 IN= 2---> OUT= 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 208.35 1.00 208.34 2.00 208.34 3.00 208.33 4.00 208.24 5.00 208.15 6.00 208.03 7.00 207.90 8.00 207.77 9.00 207.65 10.00 207.55 11.00 207.60 12.00 208.01 13.00 208.54 14.00 208.88 15.00 208.98 16.00 208.98 17.00 208.96 18.00 208.95 19.50 208.96 DEPTH (m) 0.07 0.14 0.21 ELEV 207.62 207.69 207.76 ( 1.1) Manning 0.0400 0.0400 0.0400 0.0400 /0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 /0.0400 0.0400 0.0400 0.0400 0.0400 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .138E+02 0.1 .438E+02 0.4 .849E+02 1.0 Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel VELOCITY (m/s) 1.11 1.84 2.38 TRAV.TIME (min) 2.96 1.78 1.38 TOTAL RAINFALL (mm)- 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.71 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 127.20 0.80 1 ADD HYD ( 10909)1 1 + 2 = 3 ID1= 1 ( 10108): + ID2= 2 ( 10109): AREA (ha) 1.44 4.79 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.439 12.08 84.74 1.553 12.08 101.35 ID = 3 ( 10909): 6.23 1.992 12.08 97.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 10401) OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min OUTFLOW STORAGE 1 OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.3296 0.0821 0.1183 0.0080 1 0.3425 0.0919 0.1766 0.0174 1 0.4204 0.1023 0.2200 0.0284 1 0.4804 0.1133 0.2562 0.0413 0.5250 0.1250 0.2878 0.0560 I 0.8344 0.1373 0.3024 0.0641 1.3941 0.1503 0.3163 0.0728 2.1469 0.1640 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 10909) 6.226 1.992 12.08 97.51 OUTFLOW: ID= 1 ( 10401) 6.226 1.114 12.17 97.51 PEAK FLOW REDUCTION [Qout/Qin](%)= 55.93 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)= 0.1473 ROUTE CHN( 10505)1 IN= 2---> OUT= 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 0.67 0.1000 2.00 0.33 0.1000 /0.0350 3.33 0.00 0.0350 4.67 0.33 0.0350 /0.1000 6.67 0.67 0.1000 Main Channel Main Channel Main channel 0.29 0.36 0.43 0.50 0.57 0.64 0.71 0.79 0.87 0.95 1.03 1.11 1.19 1.27 1.35 1.43 207.83 207.90 207.98 208.05 208.12 208.19 208.26 208.33 208.41 208.49 208.58 208.66 208.74 208.82 208.90 208.98 .137E+03 .198E+03 .270E+03 .351E+03 .444E+03 .547E+03 .662E+03 .790E+03 .989E+03 .119E+04 .140E+04 .161E+04 .183E+04 .204E+04 .227E+04 .251E+04 2.0 3.3 5.0 7.2 9.8 12.9 16.5 20.8 27.8 35.9 44.9 54.6 65.3 76.8 88.5 99.2 2.87 3.30 3.67 4.03 4.36 4.65 4.91 5.16 5.53 5.91 6.29 6.66 7.02 7.38 7.67 7.75 <---- hydrograph ----> AREA QPEAK TPEAK R.V. INFLOW : ID= 2 ( 10907) 38.61 7.43 (hrs)21 86 03 OUTFLOW: ID= 1 ( 10506) 38.61 7,43 12.17 86.03 1.14 0.99 0.89 0.81 0.75 0.70 0.67 0.63 0.59 0.55 0.52 0.49 0.47 0.44 0.43 0.42 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.51 4.06 0.50 4.05 1 CALIB 1 NASHYD ( 10108) 1ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.478 PEAK FLOW (cms)- 0.439 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 84.738 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.666 1.44 curve Number (CN)= 83.0 4.59 # of Linear Res.(N)= 3.00 0.12 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB ST HYD ( 10109) Area (ha)= 4.79 ID= 1 DT= 5.0 min Total Imp(%)= 44.90 Dir. Conn.(iO = 32.30 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.15 2.64 Dep. storage (mm)= 2.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 178.63 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)- (hrs). (mm)= 155.69 159.85 5.00 10.00 3.03 (ii) 8.88 (ii) 5.00 10.00 0.27 0.12 0.67 0.89 12.08 12.08 125.20 89.97 "TOTALS" 1.553 (iii) 12.08 101.35 0.07 0.07 .691E+01 0.0 0.56 11.56 0.10 0,10 .155E+02 0.0 0.74 8.82 0.13 0.13 .276E+02 0.1 0.89 7,28 0.17 0.17 .432E+02 0.1 1.03 6.27 0.20 0.20 .622E+02 0.2 1.17 5.56 0.23 0.23 .847E+02 0.3 1.29 5.01 0.27 0.27 .111E+03 0.4 1.41 4.59 0.30 0.30 .140E+03 0.6 1.53 4.24 0.33 0.33 .173E+03 0.7 1.64 3.95 0.37 0.37 .214E+03 1.0 1.85 3.51 0.41 0.41 .263E+03 1.4 2.01 3.23 0.44 0.44 .317E+03 1.7 2.12 3.05 0.48 0.48 .378E+03 2.2 2.22 2.93 0.52 0.52 .446E+03 2.6 2.29 2.84 0.56 0.56 .519E+03 3.1 2.35 2.76 0.59 0.59 .600E+03 3.7 2.39 2.71 0.63 0.63 .686E+03 4.3 2.44 2.66 0.67 0.67 .779E+03 5.0 2.47 2.62 INFLOW : ID= 2 ( 10401) OUTFLOW: ID= 1 ( 10505) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 6,23 1,11 12.17 97,51 0.38 1.89 6.23 1.10 12.25 97.49 0.38 1.89 1 CALIB 1 STANDHYD ( 10106) Area (ha)= 9.97 1ID= 1 DT= 5.0 min Total Imp(%)= 42.00 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (90= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = Dir. Conn.(%)= 35.70 IMPERVIOUS PERVIOUS (i) 4.19 5.78 2.00 5.23 1.50 2.00 257.84 40.00 0.013 0.250 155.69 5.00 3.35 5.00 0.26 1.53 12.08 125.20 127.20 0.98 137.80 10.00 (ii) 9.55 (ii) 10.00 0.12 1.62 12.08 85.13 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.146 (iii) 12.08 99.44 127.20 0.78 DEPTH (m) 0.03 ELEV (m) 0.03 TRAVEL TIME TABLE VOLUME FLOW RATE (cu.m.) (cms) .173E+01 0.0 VELOCITY TRAV.TIME (m/s) (min) 0.35 18.35 1 CALIB 1 STANDHYD ( 10107) Area (ha)= 1.63 IID- 1 DT= 5.0 min 1 Total Imp(%)= 31.00 Dir. Conn.(%)= 24.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.50 1.12 Dep. Storage (mm)= 2.00 5.87 Average Slope (%)= 1.00 2.00 Length (m)= 104.09 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 121.46 5.00 10.00 2.19 (ii) 8.72 (ii) 5.00 10.00 0.31 0.12 0.17 12.08 125.20 127.20 0.98 0.28 12.08 74.74 127.20 0.59 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 75.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.451 (iii) 12.08 86.85 127.20 0.68 ADD HYD ( 10905)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 10106): 9.97 3.146 12.08 99.44 + ID2= 2 ( 10107): 1.63 0.451 12.08 86.85 ID = 3 (10905): 11.60 3.598 12.08 97.67 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 10905)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 10905): 11.60 3.598 12.08 97.67 + ID2= 2 ( 10505): 6.23 1.104 12.25 97.49 ID = 1 ( 10905): 17.82 3.978 12.08 97.61 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 10905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 10905): 17.82 3.978 12.08 97.61 + ID2= 2 ( 10506): 38.61 7.430 12.17 86.03 ID = 3 ( 10905): 56.43 10.506 12.17 89.69 IID- 1 DT= 5.0 min 1 Ia (mm)= 7.26 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.40 Unit Hyd Qpeak (cms)- 0.649 PEAK FLOW (cms)= 0.567 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 53.448 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.420 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 10904)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 10105): 6.71 0.567) 12.33cms rs) 53.45) + ID2= 2 ( 10504): 56.43 10.938 12.17 89.69 ID = 3 ( 10904): 63.15 11.404 12.17 85.84 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 10503)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 7.08 185.33 0.0600 10.93 185.16 0.0600 20.46 185.26 0.0600 22.59 185.09 0.0600 27.58 185.10 0.0600 30.92 184.93 0.0600 33.85 185.19 0.0600 46.20 185.11 0.0600 /0.0350 Main channel 46.74 184.80 0.0350 Main Channel 47.36 184.73 0.0350 Main Channel 48.16 184.61 0.0350 Main channel 48.82 185.11 0.0350 /0.0600 Main channel 50.99 185.96 0.0600 52.64 185.54 0.0600 57.85 185.50 0.0600 59.40 185.56 0.0600 65.74 185.51 0.0600 69.81 185.59 0.0600 71.76 185.78 0.0600 83.35 185.73 0.0600 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.06 184.67 .475E+00 0.0 0.37 1.35 0.12 184.74 .190E+01 0.0 0.58 0.85 0.19 184.80 .436E+01 0.1 0.75 0.66 0.25 184.86 .761E+01 0.3 0.99 0.50 0.31 184.92 .112E+02 0.4 1.19 0.42 0.38 184.99 .166E+02 0.7 1.27 0.39 0.44 185.05 .259E+02 1.1 1.23 0.40 0.50 185.11 .413E+02 1.5 1.10 0.45 1 ROUTE CHN( 10504)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 205.63 0.1000 8.24 205.71 0.1000 16.12 203.81 0.1000 24.62 201.00 0.1000 33.85 193.82 0.1000 /0.0350 Main Channel 34.55 193.41 0.0350 Main Channel 35.84 193.82 0.0350 /0.1000 Main Channel 37.28 194.44 0.1000 38.98 195.75 0.1000 40.40 196.81 0.1000 42.42 198.29 0.1000 45.87 199.28 0.1000 48.84 199.98 0.1000 57.83 201.37 0.1000 75.82 203.56 0.1000 84.81 204.27 0.1000 95.09 206.12 0.1000 101.51 207.71 0.1000 105.12 208.61 0.1000 109.55 209.21 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.41 193.82 .109E+03 0.9 2.14 2.06 1.03 194.44 .621E+03 9.6 4.10 1.08 1.65 195.06 .145E+04 26.8 4.89 0.90 2.28 195.68 .255E+04 52.2 5.45 0.81 2.90 196.30 .391E+04 86.4 5.87 0.75 3.52 196.93 .554E+04 129.7 6.22 0.71 4.14 197.55 .744E+04 182.7 6.52 0.68 4.76 198.17 .961E+04 246.0 6.80 0.65 5.38 198.79 .121E+05 316.9 6.94 0.64 6.00 199.41 .151E+05 401.4 7.05 0.63 6.63 200.03 .187E+05 500.5 7.12 0.62 7.25 200.65 .229E+05 613.8 7.11 0.62 7.87 201.28 .280E+05 747.9 7.10 0.62 8.49 201.90 .340E+05 901.9 7.03 0.63 9.11 202.52 .412E+05 1089.6 7.01 0.63 9.73 203.14 .496E+05 1315.0 7.04 0.63 10.35 203.76 .591E+05 1572.8 7.06 0.63 10.98 204.38 .702E+05 1865.0 7.05 0.63 11.60 205.00 .825E+05 2243.4 7.21 0.61 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 10905) 56.43 10.51 12.17 89.69 1.07 4.13 OUTFLOW: ID= 1 ( 10504) 56.43 10.94 12.17 89.69 1.08 4.15 1 CALIB 1 NASHYD ( 10105) Area (ha)= 6.71 Curve Number (CN)= 63.0 0.58 185.19 .895E+02 2.7 0.65 185.26 .172E+03 5.1 0.73 185.34 .268E+03 9.0 0.81 185.42 .366E+03 14.2 0.89 185.50 .464E+03 20.3 0.96 185.57 .583E+03 27.4 1.04 185.65 .722E+03 36.3 1.12 185.73 .865E+03 46.5 1.20 185.81 .103E+04 57.5 1.27 185.88 .120E+04 71.1 1.35 185.96 .138E+04 86.2 0.90 0.89 1.01 1.15 1.30 1.40 1.50 1.60 1.67 1.76 1.86 0.55 0.56 0.49 0.43 0.38 0.35 0.33 0.31 0.30 0.28 0.27 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 10904) 63.15 11.40 12.17 85.84 0.77 1.07 OUTFLOW: ID= 1 ( 10503) 63.15 11.51 12.17 85.84 0.77 1.07 1 CALIB 1 STANDHYD ( 10104) Area (ha)= 2.29 1ID= 1 DT= 5.0 min Total Imp(%)= 37.00 Dir. Conn.(9! = 33.70 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.85 1.44 Dep. Storage (mm)= 2.00 7.02 Average Slope (%)= 3.00 2.00 Length (m)= 123.56 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)- RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 58.38 5.00 15.00 1.75 (ii) 10.50 (ii) 5.00 15.00 0.32 0.09 0.33 12.08 125.20 127.20 0.98 0.15 12.17 38.03 127.20 0.30 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 48.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.459 (iii) 12.08 67.40 127.20 0.53 1 ADD HYD2 ( 10903)1 + = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 10104): (ha)2 (cms)459 12.08) 67.40 + ID2= 2 ( 10503): 63.15 11.509 12.17 85.84 ID = 3 ( 10903): 65.44 11.712 12.17 85.19 NOTE:. PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 10502)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 28.20 183.92 0.0400 41.34 183.82 0.0400 46.10 183.14 0.0400 /0.0300 Main Channel 46.99 182.82 0.0300 Main Channel 48.10 182.77 0.0300 Main Channel 48.81 183.11 0.0300 /0.0400 Main Channel 49.11 183.26 0.0400 50.11 183.69 0.0400 55.11 183.91 0.0400 57.84 183.79 0.0400 59.62 183.67 0.0400 60.51 183.26 0.0400 61.19 183.30 0.0400 63.19 184.43 0.0400 64.97 184.42 0.0400 66.24 184.24 0.0400 69.26 184.19 0.0400 88.82 185.07 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (ems) (m/s) (min) 0.06 182.82 .642E+01 0.0 0.61 4.67 0.11 182.88 .197E+02 0.1 1.12 2.55 0.17 182.94 .356E+02 0.3 1.48 1.93 0.23 182.99 .541E+02 0.6 1.77 1.61 0.28 183.05 .753E+02 0.9 2.02 1.41 0.34 183.11 .990E+02 1.3 2.25 1.27 0.40 183.17 .129E+03 1.9 2.58 1.10 0.46 183.23 .164E+03 2.8 2.87 0.99 0.53 183.29 .207E+03 3.7 3.07 0.93 0.59 183.36 .265E+03 4.9 3.18 0.90 0.65 183.42 .331E+03 6.3 3.27 0.87 0.72 183.48 .406E+03 8.0 3.36 0.85 0.78 183.55 .490E+03 9.9 3.45 0.83 0.84 183.61 .583E+03 12.1 3.54 0.80 0.90 183.67 .685E+03 14.5 3.63 0.78 0.97 183.74 .804E+03 17.0 3.61 0.79 1.03 183.80 .954E+03 20.0 3.58 0.79 1.09 183.86 .116E+04 22.3 3.30 0.86 1.16 183.92 .147E+04 26.5 3.08 0.92 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 10903) 65.44 11.71 12.17 85.19 0.83 3.52 OUTFLOW: ID= 1 ( 10502) 65.44 11.76 12.17 85.19 0.83 3.53 ROUTE CHN( 12502)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.33 0.20 12.08 125.20 127.20 0.98 0.11 0.07 12.08 41.91 127.20 0.33 `**** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.273 (iii) 12.08 77.13 127.20 0.61 ADD HYD ( 12902)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) mm ID1= 1 ( 10111): 1.09 0.273) 12.08cms rs) 77.13) + ID2= 2 ( 12502): 3.06 0.631 12.08 77.98 ID = 3 ( 12902): 4.15 0.904 12.08 77.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 12501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .274E+02 0.2 0.67 2.95 0.20 0.20 .619E+02 0.5 1.00 1.98 0.30 0.30 .104E+03 1.1 1.26 1.58 0.40 0.40 .152E+03 1.9 1.47 1.35 0.50 0.50 .208E+03 2.9 1.66 1.19 0.60 0.60 .271E+03 4.2 1.83 1.08 0.70 0.70 .342E+03 5.7 2.00 0.99 0.80 0.80 .419E+03 7.6 2.15 0.92 0.90 0.90 .503E+03 9.7 2.29 0.86 1.00 1.00 .595E+03 12.2 2.43 0.82 1.11 1.11 .710E+03 16.0 2.68 0.74 1.22 1.22 .842E+03 20.3 2.87 0.69 1.33 1.33 .992E+03 25.0 3.00 0.66 1.44 1.44 .116E+04 30.3 3.11 0.64 1.56 1.56 .134E+04 36.0 3.19 0.62 1.67 1.67 .155E+04 42.3 3.25 0.61 1.78 1.78 .177E+04 49.1 3.30 0.60 1.89 1.89 .201E+04 56.4 3.35 0.59 2.00 2.00 .226E+04 64.3 3.38 0.59 Distance Elevation Manning 0.00 185.61 0.0400 1.00 185.56 0.0400 2.00 185.51 0.0400 3.00 185.54 0.0400 /0.0200 Main Channel 4.00 185.54 0.0200 Main Channel 5.00 185.44 0.0200 Main Channel 6.00 185.10 0.0200 Main Channel 7.00 185.03 0.0200 Main Channel 8.00 185.32 0.0200 Main Channel 9.00 185.57 0.0200 Main Channel 10.00 185.69 0.0200 /0.0400 Main Channel 11.00 185.72 0.0400 12.00 185.69 0.0400 13.80 185.71 0.0400 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu (cms) (m/s) (min) 0.03 185.06 .177E.m+0.) 1 0.0 0.62 4.72 0.07 185.10 .708E+01 0.0 0.98 2.97 0.10 185.13 .150E+02 0.1 1.42 2.06 0.14 185.17 .243E+02 0.2 1.78 1.65 0.17 185.20 .349E+02 0.4 2.08 1.41 0.20 185.23 .468E+02 0.6 2.34 1.25 0.24 185.27 .600E+02 0.9 2.58 1.13 0.27 185.30 .745E+02 1.2 2.81 1.04 0.31 185.34 .903E+02 1.6 3.01 0.97 0.34 185.37 .108E+03 2.0 3.20 0.91 0.37 185.40 .126E+03 2.4 3.39 0.86 0.41 185.44 .146E+03 3.0 3.56 0.82 0.44 185.47 .168E+03 3.5 3.62 0.81 0.48 185.51 .193E+03 4.0 3.68 0.79 0.51 185.54 .224E+03 4.7 3.70 0.79 0.56 185.58 .287E+03 5.6 3.46 0.85 0.60 185.63 .359E+03 7.3 3.59 0.81 0.65 185.67 .435E+03 9.3 3.77 0.78 0.69 185.72 .523E+03 11.8 3.96 0.74 INFLOW : ID= 2 ( 10801) OUTFLOW: ID= 1 ( 12502) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 3.06 0.63 12.08 77.98 0.21 2.35 3.06 0.63 12.08 77.98 0.20 2.34 CALIB STANDHYD ( 10111) Area (ha)= 1.09 1ID= 1 DT= 5.0 min Total Imp(%)= 47.10 Dir. Conn.(9! = 42.30 IMPERVIOUS PERVIOUS Surface Area (ha)= 0.51 0.58 Dep. Storage (mm)= 2.00 3.61 Average Slope (%)= 4.00 2.00 Length (m)= 85.24 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= (i) 155.69 66.11 5.00 10.00 1.28 (ii) 9.61 (ii) 5.00 10.00 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW ID= 2 ( 12902) 4.15 0.90 12.08 77.76 0.27 1.16 OUTFLOW: ID= 1 ( 12501) 4.15 0.90 12.08 77.76 0.27 1.16 CALIB STANDHYD ( 12101) Area (ha)= 2.55 11D= 1 DT= 5.0 min Total Imp(%)= 45.90 Dir. Conn.(%)= 7.50 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.17 1.38 Dep. Storage (mm)= 1.00 1.50 Average Slope (%)= 1.00 2.00 Length (m)= 130.27 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 149.61 5.00 10.00 2.51 (ii) 8.52 (ii) 5.00 10.00 0.29 0.12 PEAK FLOW (cms)= 0.08 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 126.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.99 0.43 12.08 60.57 127.20 0.48 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 52.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.508 (iii) 12.08 65.49 127.20 0.51 1 ADD HYD ( 12903)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. cms rs mm ID1= 1 ( 12101): 2.55 0.508) 12.08) 65.49) + ID2= 2 ( 12501): 4.15 0.904 12.08 77.76 ID = 3 ( 12903): 6.69 1.412 12.08 73.09 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. DUHYD ( 12801) Inlet Cap.= 0.325 1 #of Inlets= 1 1 Total(cms)= 0.3 TOTAL HYD.(ID= 1): 6.69 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.41 12.08 73.09 MAJOR SYS.(ID= 2): 1.54 1.09 12.08 73.09 MINOR SYS.(ID= 3): 5.15 0.32 11.92 73.09 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 11501)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 < TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .392E+02 0.1 0.52 0.20 0.20 .886E+02 0.4 0.77 0.30 0.30 .148E+03 0.8 0.96 0.40 0.40 .218E+03 1.4 1.13 0.50 0.50 .298E+03 2.2 1.27 0.60 0.60 .388E+03 3.2 1.41 0.70 0.70 .489E+03 4.4 1.53 0.80 0.80 .600E+03 5.8 1.65 0.90 0.90 .720E+03 7.4 1.76 1.00 1.00 .852E+03 9.3 1.86 1.11 1.11 .102E+04 12.3 2.05 1.22 1.22 .120E+04 15.5 2.20 1.33 1.33 .142E+04 19.2 2.30 1.44 1.44 .166E+04 23.2 2.38 1.56 1.56 .192E+04 27.6 2.45 1.67 1.67 .221E+04 32.4 2.49 1.78 1.78 .253E+04 37.6 2.53 1.89 1.89 .287E+04 43.2 2.57 2.00 2.00 .324E+04 49.3 2.59 INFLOW : ID= 2 ( 12801) OUTFLOW: ID= 1 ( 11501) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1.54 1.09 12.08 73.09 1.54 1.00 12.17 73.09 "*"" WARNING: COMPUTATIONS FAILED TO CONVERGE. TRAV.TIME (min) 5.51 3.69 2.95 2.52 2.23 2.02 1.86 1.72 1.61 1.52 1.38 1.29 1.23 1.19 1.16 1.14 1.12 1.11 1.09 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.34 1,02 0.33 1.00 CALIB 1 STANDHYD ( 11101)1 Area (ha)= 2.63 ID= 1 DT= 5.0 min 1 Total Imp(%)= 45.40 Dir. Conn.(%)= 8.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.19 1.44 Dep. Storage (mm)= 1.00 1.50 Average Slope (%)= 1.00 2.00 Length (m)= 132.41 40.00 Mannings n = 0.013 0.250 DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .316E+02 0.1 0.32 7.09 0.20 0.20 .715E+02 0.3 0.48 4.75 0.30 0.30 .120E+03 0.5 0.60 3.79 0.40 0.40 .176E+03 0.9 0.71 3.24 0.50 0.50 .241E+03 1.4 0.80 2.87 0.60 0.60 .313E+03 2.0 0.88 2.60 0.70 0.70 .395E+03 2.8 0.96 2.39 0.80 0.80 .484E+03 3.6 1.03 2.22 0.90 0.90 .582E+03 4.7 1.10 2.08 1.00 1.00 .687E+03 5.8 1.17 1.96 1.11 1.11 .820E+03 7.7 1.29 1.78 1.22 1.22 .973E+03 9.7 1.38 1.66 1.33 1.33 .115E+04 12.0 1.44 1.59 1.44 1.44 .134E+04 14.5 1.49 1.53 1.56 1.56 .155E+04 17.3 1.53 1.50 1.67 1.67 .179E+04 20.3 1.56 1.47 1.78 1.78 .204E+04 23.6 1.59 1.44 1.89 1.89 .232E+04 27.1 1.61 1.43 2.00 2.00 .261E+04 30.9 1.62 1.41 **** WARNING: INFLOW HYDROGRAPH IS DRY!! CALIB 1 STANDHYD ( 10102)1 Area (ha)= 1.75 ID= 1 DT= 5.0 min 1 Total Imp(%)= 34.50 Dir. Conn.(%)= 30.70 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)- RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS 0.60 2.00 1.00 108.01 0.013 155.69 5.00 2.24 5.00 0.30 0.23 12.08 125.20 127.20 0.98 PERVIOUS (i) 1.15 6.62 2.00 40.00 0.250 79.23 10.00 (ii) 9.99 (ii) 10.00 0.11 0.17 12.08 50.83 127.20 0.40 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. "TOTALS" 0.405 (iii) 12.08 73.66 127.20 0.58 ADD HYD ( 10902)1 1 + 2 = 3 AREA QPEAK (ha) (cms) TPEAK R.V. (hrs) (mm) Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 5.00 2.53 5.00 0.29 0.09 12.08 126.20 127.20 0.99 164.95 10.00 (ii) 8.31 (ii) 10.00 0.13 0.50 12.08 67.75 127.20 0.53 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) (11) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN" = 58.0 Ia = Dep. Storage (Above) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.588 (iii) 12.08 72.43 127.20 0.57 1 ADD HYD ( 11902)1 1 1+ 2= 3 I ID1= 1 ( 11101): + IO2= 2 ( 11501): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.63 0.588 12.08 72.43 1.54 0.995 12.17 73.09 ID = 3 ( 11902): 4.17 1.566 12.08 72.67 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 DUHYD ( 11801) 1 Inlet Cap.= 1.600 1 #of Inlets= 1 1 Total(cros)= 1.6 TOTAL HYD.(ID= 1): AREA (ha) 4.17 QPEAK (cms) 1.57 TPEAK R.V. (hrs) (mm) 12.08 72.67 MAJOR SYS.(ID= 2): MINOR SYS.(ID= 3): 0.00 0.00 0.00 0.00 4.17 1.57 12.08 72.67 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 10510)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel ID1= 1 ( 10102): + ID2= 2 ( 10502): 1.75 0.405 65.44 11.763 12.08 12.17 73.66 85.19 ID = 3 ( 10902): 67.19 11.984 12.17 84.89 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 1 ADD +YD2 ( 10902) 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) *** WARN I N G : HYDROGRAPH 10510 <ID= 2> IS DRY. *** WARN I N G : HYDROGRAPH 0001 = HYDROGRAPH 0003 ID1= 3 ( 10902): 67.19 11.984 12.17 84.89 + ID2= 2 ( 10510): 0.00 0.000 0.00 0.00 ID = 1 ( 10902): 67.19 11.984 12.17 84.89 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 10501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 22.26 179.31 0.0400 30.03 179.29 34.60 179.47 37.47 179.32 42.89 179.13 49.86 179.38 54.84 179.14 60.55 179.09 63.77 178.96 71.23 179.16 75.87 179.22 78.59 179.41 79.64 179.49 82.20 178.31 82.44 177.91 83.58 177.86 85.47 178.32 90.09 178.87 109.21 179.01 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 /0.0350 0.0350 0.0350 0.0350 /0.0400 0.0400 0.0400 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 177.94 .496E+01 0.0 0.38 3.00 0.15 178.01 .134E+02 0.1 0.63 1.82 0.22 178.09 .236E+02 0.3 0.80 1.42 0.30 178.16 .356E+02 0.5 0.95 1.20 0.37 178.24 .495E+02 0.8 1.08 1.06 0.45 178.31 .652E+02 1.1 1.19 0.96 0.54 178.40 .880E+02 1.8 1.39 0.82 0.63 178.49 .117E+03 2.6 1.53 0.75 0.72 178.58 .151E+03 3.6 1.64 0.70 0.81 178.67 .192E+03 4.9 1.74 0.66 0.90 178.76 .238E+03 6.3 1.82 0.63 0.99 178.85 .290E+03 8.1 1.90 0.60 1.08 178.94 .370E+03 9.5 1.76 0.65 1.17 179.04 .537E+03 12.3 1.56 0.73 U.H. Tp(hrs)= 0.82 1.26 1.35 1.44 1.53 1.62 179.13 179.22 179.31 179.40 179.49 .765E+03 .107E+04 .145E+04 .194E+04 .246E+04 INFLOW : ID= 2 ( 10902) OUTFLOW: ID= 1 ( 10501) AREA (ha) 67.19 67.19 17.2 24.0 32.8 45.0 60.5 1.54 1.53 1.54 1.59 1.68 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 11.98 12.17 84.89 11.73 12.17 84.89 0.74 0.74 0.74 0.72 0.68 <-pipe / channel-> MAX DEPTH MAX VEL 1.16 (1.58 1.15 1.60 STLIB 1 ANDHYD ( 10101)1 Area ID= 1 DT= 5.0 min I Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms). TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = (ha)= 0.43 Imp(%)= 54.70 Dir. Conn.(%)= IMPERVIOUS 0.24 2.00 1.00 53.61 0.013 155.69 5.00 1.47 5.00 0.33 0.09 12.08 125.20 127.20 0.98 PERVIOUS (i) 0.20 8.57 2.00 40.00 0.250 73.72 10.00 (ii) 9.45 (ii) 10.00 0.12 0.03 12.08 42.14 127.20 0.33 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 46.00 *TOTALS* 0.113 (iii) 12.08 80.33 127.20 0.63 ADD HYD ( 10901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 10101): 0.43 0.113 12.08 80.33 + ID2= 2 ( 10501): 67.19 11.734 12.17 84.89 ID = 3 ( 10901): 67.62 11.774 12.17 84.86 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 50102) Area (ha)= 16.49 Curve Number (CN)- 67.0 ID= 1 DT= 5.0 min Ia (mm)= 8.47 # of Linear Res.(N)= 3.00 PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 0.18 12.08 125.20 127.20 0.98 0.56 12.08 87.50 127.20 0.69 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 0.736 (iii) 12.08 93.91 127.20 0.74 CALIB STANDHYD ( 50108) Area (ha)= 17.72 ID= 1 DT= 5.0 min 1 Total Imp(%)= 35.00 Surface Area (ha)- Dep. Storage (mm)= Average Slope (O= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = Dir. Conn.(%)= IMPERVIOUS PERVIOUS (i) 6.20 11.52 2.00 10.43 1.00 2.00 343.71 40.00 0.013 0.250 155.69 5.00 4.49 5.00 0.23 2.01 12.08 125.20 127.20 0.98 100.04 15.00 (ii) 11.55 (ii) 15.00 0.09 1.98 12.17 59.31 127.20 0.47 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 66.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 27.00 *TOTALS* 3.704 (iii) 12.08 77.10 127.20 0.61 1 ROUTE CHN( 50504)1 IN= 2---> OUT= 1 1 < Routing time step (min)'= 5.00 < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel INFLOW : OUTFLOW: Unit Hyd Qpeak (cms)- 0.767 PEAK FLOW (cms)= 0.891 (i) TIME TO PEAK (hrs)= 12.833 RUNOFF VOLUME (mm)= 57.812 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.454 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 50107) IID= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 26.78 Total Imp(%)= 57.80 Dir. Conn.(%)= 47.50 (ha)= (mm)= (%)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = ***** WARNING: STORAGE COEFF. IMPERVIOUS 15.48 2.00 1.50 422.53 0.013 155.69 5.00 4.50 5.00 0.23 5.35 12.08 125.20 127.20 0.98 PERVIOUS (1) 11.30 7.66 2.00 40.00 0.250 147.97 15.00 (ii) 10.53 (ii) 15.00 0.09 3.07 12.17 80.49 127.20 0.63 IS. SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* - 77.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 8.062 (iii) 12.08 101.73 127.20 0.80 1 CALIB STANDHYD ( 50106) ID= 1 DT= 5.0 min Area Total Surface Area (ha)- Dep. Storage (mm)= Average Slope (%)= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- (ha)= 2.46 Imp(%)= 22.00 Dir. Conn.(%)= 17.00 IMPERVIOUS PERVIOUS 0.54 1.92 2.00 7.12 1.00 2.00 127.99 40.00 0.013 0.250 (i) 155.69 137.04 5.00 10.00 2.48 (ii) 8.70 (ii) 5.00 10.00 0.29 0.12 *TOTALS* DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .434E+02 0.1 0.25 12.49 0.20 0.20 .981E+02 0.2 0.38 8.37 0.30 0.30 .164E+03 0.4 0.47 6.68 0.40 0.40 .241E+03 0.7 0.55 5.71 0.50 0.50 .330E+03 1.1 0.62 5.06 0.60 0.60 .430E+03 1.6 0.69 4.58 0.70 0.70 .541E+03 2.1 0.75 4.21 0.80 0.80 .664E+03 2.8 0.80 3.91 0.90 0.90 .798E+03 3.6 0.86 3.66 1.00 1.00 .943E+03 4.5 0.91 3.46 1.11 1.11 .112E+04 6.0 1.00 3.13 1.22 1.22 .133E+04 7.6 1.07 2.93 1.33 1.33 .157E+04 9.4 1.12 2.80 1.44 1.44 .184E+04 11.3 1.16 2.70 1.56 1.56 .213E+04 13.5 1.19 2.63 1.67 1.67 .245E+04 15.8 1.22 2.58 1.78 1.78 .280E+04 18.4 1.24 2.54 1.89 1.89 .318E+04 21.1 1.25 2.51 2.00 2.00 .358E+04 24.0 1.27 2.48 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 50108) 17.72 3.70 12.08 77.10 0.91 0.86 ID= 1 ( 50504) 17.72 3.24 12.08 77.10 0.85 0.83 ROUTEPIPE( 50601)1 IN= 2---> OUT= 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)=1500.00 Length (m)= 156.03 Slope (m/m)= 0.005 Manning n = 0.013 < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY (m) (cu.m.) (cms) (m/s) 0.08 .556E+01 0.0 0.75 0.16 .155E+02 0.1 1.17 0.24 .279E+02 0.3 1.51 0.32 .422E+02 0.5 1.79 0.39 .579E+02 0.8 2.04 0.47 .747E+02 1.1 2.26 0.55 .922E+02 1.4 2.45 0.63 .110E+03 1.9 2.62 0.71 .129E+03 2.3 2.76 0.79 .147E+03 2.7 2.89 0.87 .165E+03 3.2 3.00 0.95 .184E+03 3.6 3.09 1.03 .201E+03 4.1 3.15 1.11 .218E+03 4.5 3.20 1.18 .233E+03 4.8 3.22 1.26 .248E+03 5.1 3.22 1.34 .260E+03 5.3 3.19 1.42 .270E+03 5.4 3.11 1.50 .276E+03 5.0 2.83 <---- hydrograph AREA QPEAK TPEAK INFLOW : ID= 2 ( 50504) 17.72 (cms)32 (hrs) TRAV.TIME min 3.46 2.22 1.72 1.45 1.27 1.15 1.06 0.99 0.94 0.90 0.87 0.84 0.82 0.81 0.81 0.81 0.82 0.84 0.92 ----> <-pipe / channel-> R.V. MAX DEPTH MAX VEL (mm) (m) (m/s) 77.10 0.88 3.01 OUTFLOW: ID= 1 ( 50601) 17.72 3.20 12.08 77.10 0.88 3.01 ADD HYD ( 50904)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50106): 2.46 0.736 12.08 93.91 + ID2= 2 ( 50107): 26.78 8.062 12.08 101.73 ID = 3 ( 50904): 29.24 8.798 12.08 101.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 50904)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. mm ID1= 3 ( 50904): 29.24 8.798) 12.08cms rs) 101.07) + ID2= 2 ( 50601): 17.72 3.202 12.08 77.10 ID = 1 ( 50904): 46.96 12.000 12.08 92.02 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RESERVOIR( 50401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) INFLOW : ID= 2 ( 50904) OUTFLOW: ID= 1 ( 50401) 0.0000 0.0000 0.1029 0.6234 0.0000 0.0000 0.1029 0.6234 0.0080 0.0949 0.1127 0.7400 0.0080 0.0949 0.1127 0.7400 0.0463 0.1933 0.2565 0.8601 0.0463 0.1933 0.5007 0.9839 0.0653 0.2954 0.7622 1.1113 0.0653 0.2954 1.1358 1.3749 0.0921 0.5105 1.4724 1.5106 0.0921 0.5105 1.8889 1.6490 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 46.957 12,000 12.08 92.02 46.957 3.078 12.50 91.95 PEAK FLOW REDUCTION [QOut/Qin](%)= 25.65 TIME SHIFT OF PEAK FLOW (min)= 25.00 MAXIMUM STORAGE USED (ha.m.)= 2.0462 DIVERTHYD( 50801)1 IN= 1 # OUT= 5 outflow / Inflow Relationships Flow 1 + Flow 2 + Flow 3 + Flow 4 + Flow 5 = Total (cms) (cms) (cms) (cms) (cms) (cms) 0.00 0.00 0.00 0.00 0.00 0.00 2.24 208.70 .304E+05 119.1 2.30 4.26 2.48 208.94 .368E+05 149.7 2.39 4.10 2.71 209.17 .436E+05 184.0 2.49 3.95 2.95 209.41 .508E+05 222.1 2.57 3.81 3.18 209.64 .584E+05 264.0 2.66 3.68 3.42 209.88 .664E+05 309.9 2.75 3.57 3.65 210.11 .749E+05 359.8 2.83 3.47 3.89 210.35 .838E+05 413.9 2.91 3.37 4.12 210.58 .932E+05 461.3 2.91 3.37 4.36 210.82 .104E+06 513.3 2.90 3.38 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50801) 13.02 0.98 12.50 91.95 0.21 0.67 OUTFLOW: ID= 1 ( 50501) 13.02 0.92 12.83 91.95 0.20 0.66 1 ADD HYD ( 50901)1 1+ 2= 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50102): 16.49 0.891 12.83 57.81 + ID2= 2 ( 50501): 13.02 0.918 12,83 91.95 ID = 3 ( 50901): 29.52 1.809 12.83 72.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 1 NASHYD ( 50101)1 Area (ha)= 4.39 Curve Number (CN)= 56.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.64 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.45 Unit Hyd Qpeak (cms)= 0.370 PEAK FLOW (cms)= 0.273 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 44.181 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.347 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB 1 NASITYD ( 50103)1 Area (ha)= 5.87 Curve Number (CN)= 48.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.87 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.58 Unit Hyd Qpeak (cms)= 0.388 PEAK FLOW (cms)= 0.242 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 35.582 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.280 INFLOW : ID= 2 ( 50801) OUTFLOW: ID= 1 (. 50502) 0.00 0.01 0.01 0.01 0.02 0.02 0.04 0.09 0.18 0.43 0.57 0.73 0.88 1.04 1.17 1.25 1.32 1.40 1.50 0.00 0.00 0.01 0.01 0.01 0.01 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.06 0.06 0,06 0.00 0.03 0.05 0.07 0.08 0.09 0.18 0.37 0.54 0.66 0.85 1.11 1.64 2.33 3.35 4.69 6.39 8.44 12.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.05 0.07 0.09 0.10 0.11 0.26 0.50 0.76 1.14 1.47 1.89 2.57 3.42 4.57 6.00 7.77 9.90 13.81 AREA QPEAK TPEAK R.V. TOTAL HYD.(ID= 1): 46.96 (cms) (hrs)25 91.95 ID= 2 ( 3) 13.02 0.98 12.50 91.95 ID= 3 ( 3) 3.33 0.05 12.50 91.95 1D= 4 ( 3) : 30.60 2.05 12.50 91.95 ID= 5 ( 3) 0.00 0.00 0.00 0.00 ID= 6 ( 3) 0.00 0.00 0.00 0.00 1 ROUTE CHN( 50501)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 39.45 211.06 0.1000 50.70 210.44 0.1000 67.58 207.17 0.1000 72.24 206.58 0.1000 /0.0350 Main Channel 76.00 206.46 0.0350 Main Channel 77.82 206.68 0.0350 /0.1000 Main Channel 79.98 206.78 0.1000 100.35 208.63 0.1000 101.24 208.48 0.1000 102.16 208.47 0.1000 118.54 210.57 0.1000 119.11 210.60 0.1000 119.40 210.59 0.1000 120.27 210.50 0.1000 132.51 211.24 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.12 206.58 .170E+03 0.2 0.53 18.33 0.36 206.82 .117E+04 2.4 1.23 8.00 0.59 207.05 .287E+04 7.3 1.50 6.53 0.83 207.29 .517E+04 14.8 1.69 5.82 1.06 207.52 .802E+04 25.0 1.84 5.34 1.30 207.76 .114E+05 38.0 1.96 5.00 1.53 207.99 .153E+05 53.8 2.07 4.73 1.77 208.23 .197E+05 72.8 2.17 4.51 2.01 208.47 .247E+05 94.9 2.27 4.33 1 ROUTE CHN( 50502)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 14.10 210.16 0.1000 36.49 205.68 0.1000 /0.0350 Main Channel 36.88 205.69 0.0350 Main Channel 37.50 205.68 0.0350 Main Channel 37.73 205.68 0.0350 Main Channel 38.54 205.64 0.0350 Main Channel 39.13 205.57 0.0350 Main channel 39.82 205.50 0.0350 Main channel 40.54 205.53 0.0350 Main Channel 40.64 205.53 0.0350 Main Channel 40.78 205.54 0.0350 Main Channel 41.49 205.59 0.0350 /0.1000 Main Channel 48.86 206.32 0.1000 54.87 207.04 0.1000 60.98 207.80 0.1000 67.03 208.33 0.1000 70.98 208.76 0.1000 80.84 209.90 0.1000 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 205.59 .433E+02 0.1 0.54 10.69 0.31 205.82 .480E+03 1.6 1.19 4.86 0.54 206.04 .124E+04 5.9 1.64 3.54 0.77 206.27 .228E+04 12.4 1.90 3.05 0.99 206.50 .357E+04 21.5 2.10 2.77 1.22 206.72 .511E+04 33.2 2.26 2.57 1.45 206.95 .688E+04 47.4 2.40 2.42 1.67 207.18 .889E+04 64.5 2.53 2.30 1.90 207.40 .111E+05 84.4 2.64 2.20 2.13 207.63 .136E+05 107.3 2.75 2.11 2.35 207.86 .163E+05 133.1 2.84 2.04 2.58 208.08 .193E+05 161.6 2.91 1.99 2.81 208.31 .226E+05 193.6 2.98 1.94 3.03 208.54 .261E+05 230.0 3.06 1.89 3.26 208.76 .300E+05 270.3 3.14 1.85 3.49 208.99 .340E+05 314.6 3.22 1.80 3.71 209.22 .383E+05 363.0 3.30 1.76 3.94 209.44 .429E+05 415.4 3.37 1.72 4.17 209.67 .477E+05 472.0 3.45 1.68 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 3.33 0.05 12.50 91.95 0.07 0.54 3.33 0.05 12.83 91.95 0.07 0.54 1 ADD HYD 2 ( 50902) 1 1D + (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50103): 5.87 0.242 12.58 35.58 + ID2= 2 ( 50502): 3.33 0.053 12.83 91.95 ID = 3 ( 50902): 9.21 0.294 12.58 55.98 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ADD HYD ( 50933)1 I 1 + 2 = 3 I AREA PEAK TPEAK R.V. a) cms rs mm ID1= 1 ( 50113): 46.31 7.972) 12.17) 82.80) + 1D2= 2 ( 50802): 29.12 1.460 11.92 78.89 IADD HYD ( 50930)1 I 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50101): 4.39 0.273 12.42 44.18 + ID2= 2 ( 50901): 29.52 1.809 12.83 72.88 ID = 3 ( 50930): 33.90 2.012 12.75 69.16 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50930)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 50930): 33.90 2.012 12.75 69.16 + 1D2= 2 ( 50902): 9.21 0.294 12.58 55.98 ID = 1 ( 50930): 43.11 2.296 12.75 66.35 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 50104)1 Area (ha)= 5.34 Curve Number (cN)= 70.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.77 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.32 Unit Hyd Qpeak (cms)- 0.630 PEAK FLOW (cms)= 0.620 (1) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 62.462 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.491 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 50113) Area (ha)= 46.31 curve Number (cN)= 83.0 ID= 1 DT= 5.0 min Ia (mm)- 6.80 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.19 Unit Hyd Qpeak (cros)= 6.165 PEAK FLOW (cms)= 7.972 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 82.805 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.651 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB STANDHYD ( 50112)1 Area (ha)= 2.76 ID= 1 DT= 5.0 min I Total Imp( - 84.90 Dir. Conn.(%)= 84.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.34 0.42 Dep. Storage (mm)= 2.00 5.00 Average Slope (0= 1.50 2.00 Length (m)= 135.54 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 ******** 5.00 10.00 2.27 (ii) 5.24 (ii) 5.00 10.00 0.30 0.16 1.01 12.08 125.20 127.20 0.98 0.13 12.08 87.54 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 84.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.141 (iii) 12.08 119.51 127.20 0.94 1 ADD HYD ( 50909)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50112): 2.76 1.141 12.08 119.51 + ID2= 2 ( 50509): 75.43 9.369 12.17 81.29 ID = 3 ( 50909): 78.19 9.699 12.17 82.64 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN(. 50508)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 224.70 0.0700 3.00 223.81 0.0700 5.15 223.74 0.0700 /0.0450 Main channel 6.85 222.90 0.0450 Main Channel 8.35 222.90 0.0450 Main Channel 10.25 223.87 0.0450 /0.0700 Main channel 15.60 224.00 0.0700 /0.0300 17.10 224.15 0.0300 20.10 224.09 0.0300 21.60 224.00 0.0300 /0.0700 30.00 224.04 0.0700 33.20 225.62 0.0700 ID = 3 ( 50933): 75.43 9.432 12.17 81.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50509)1 IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 224.70 0.0700 3.00 223.81 0.0700 5.15 223.74 0.0700 /0.0450 Main Channel 6.85 222.90 0.0450 Main Channel 8.35 222.90 0.0450 Main Channel 10.25 223.87 0.0450 /0.0700 Main Channel 15.60 224.00 0.0700 /0.0300 17.10 224.15 0.0300 20.10 224.09 0.0300 21.60 224.00 0.0300 /0.0700 30.00 224.04 0.0700 33.20 225.62 0.0700 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 222.99 .348E+02 0.1 0.49 7.48 0.19 223.09 .774E+02 0.3 0.74 5.01 0.28 223.18 .128E+03 0.5 0.92 4.01 0.37 223.27 .185E+03 0.9 1.08 3.43 0.47 223.37 .251E+03 1.4 1.21 3.04 0.56 223.46 .324E+03 2.0 1.34 2.76 0.65 223.55 .405E+03 2.7 1.45 2.54 0.75 223.65 .494E+03 3.5 1.56 2.37 0.84 223.74 .590E+03 4.4 1.66 2.22 0.94 223.84 .724E+03 5.7 1.74 2.12 1.03 223.93 .901E+03 7.3 1.80 2.05 1.13 224.03 .118E+04 9.4 1.76 2.10 1.22 224.12 .169E+04 12.3 1.61 2.29 1.32 224.22 .229E+04 16.5 1.59 2.32 1.42 224.32 .291E+04 21.8 1.66 2.23 1.51 224.41 .354E+04 28.0 1.75 2.10 1.61 224.51 .418E+04 35.2 1.86 1.98 1.70 224.60 .482E+04 43.1 1.98 1.86 1.80 224.70 .549E+04 51.9 2.09 1.76 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 50933) 75.43 9.43 12.17 81.29 1.13 1.76 OUTFLOW: ID= 1 ( 50509) 75.43 9.37 12.17 81.29 1.13 1.76 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 222.99 .883E+02 0.1 0.44 21.23 0.19 223.09 .196E+03 0.2 0.66 14.22 0.28 223.18 .323E+03 0.5 0.82 11.37 0.37 223.27 .470E+03 0.8 0.96 9.73 0.47 223.37 .636E+03 1.2 1.08 8.64 0.56 223.46 .822E+03 1.7 1.19 7.83 0.65 223.55 .103E+04 2.4 1.30 7.21 0.75 223.65 .125E+04 3.1 1.39 6.71 0.84 223.74 .150E+04 4.0 1.48 6.30 0.94 223.84 .184E+04 5.1 1.56 6.01 1.03 223.93 .228E+04 6.5 1.61 5.82 1.13 224.03 .299E+04 8.4 1.57 5.95 1.22 224.12 .429E+04 11.0 1.44 6.50 1.32 224.22 .581E+04 14.7 1.42 6.58 1.42 224.32 .737E+04 19.4 1.48 6.32 1.51 224.41 .896E+04 25.0 1.57 5.97 1.61 224.51 .106E+05 31.4 1.66 5.62 1.70 224.60 .122E+05 38.5 1.77 5.29 1.80 224.70 .139E+05 46.3 1.87 5.00 INFLOW : ID= 2 OUTFLOW: ID= 1 ( ( <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 50909) 78.19 9.70 12.17 82.64 1.18 1.50 50508) 78.19 9.02 12.25 82.64 1.15 1.54 I LIB I STANDHYD ( 50111)1 Area (ha)= 5.02 IID= 1 DT= 5.0 min Total Imp(%)= 27.40 Dir. Conn.(50= 25.20 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.38 3.65 Dep. Storage (mm)= 2.00 6.74 Average Slope (%)= 1.00 2.00 Length (m)= 182.96 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- 155.69 134.16 5.00 10.00 3.08 (ii) 9.35 (ii) 5.00 10.00 0.27 0.12 PEAK FLOW (cms)= 0.54 1.01 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 125.20 88.68 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.98 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (1i) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.552 (iii) 12.08 97.88 127.20 0.77 CALIB (501141)1 Area (ha)= 15.88 ID= 1 DT= 5.0 min 1 Total Imp(%)= 33.00 Dir. Conn.(%)= 26.00 surface Area Dep. storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = IMPERVIOUS PERVIOUS (i) 5.24 10.64 2.00 5.49 0.50 2.00 325.37 40.00 0.013 0.250 155.69 5.00 5.35 5.00 0.21 1.70 12.08 125.20 127.20 0.98 132.03 15.00 (ii) 11.66 (ii) 15.00 0.09 2.48 12.17 81.48 127.20 0.64 (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.882 (iii) 12.08 92.85 127.20 0.73 ADD HYD ( 50908)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ha mm ID1= 1 ( 50111): 5 02 1.552) 12.08cms rs) 97.88) + 102= 2 (501141): 15.88 3.882 12.08 92.85 ID = 3 ( 50908): 20.90 5.434 12.08 94.06 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50908)1 3 + 2 = 1 ID1= 3 ( 50908): + ID2= 2 ( 50508): AREA (ha) 20.90 78.19 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.434 12.08 94.06 9.015 12.25 82.64 ID = 1 ( 50908): 99.09 12.919 12.17 85.05 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50507)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 224.70 0.0700 1 1 + 2 = 3 1 AREA QPEAK TPEAK (ha) (cms) (hrs) R.V. (mm) 1D1= 1 ( 50110): 0.66 0.222 12.08 87.70 + ID2= 2 ( 50507): 99.09 12.856 12.17 85.05 ID = 3 ( 50907): 99.74 12.984 12.17 85.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50506)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 DATA Distance 0.00 3.00 5.15 6.85 8.35 10.25 15.60 17.10 20.10 21.60 30.00 33.20 FOR SECTION ( 1.1) > Elevation Manning 224.70 0.0700 223.81 0.0700 223.74 0.0700 /0.0450 222.90 0.0450 222.90 0.0450 223.87 0.0450 /0.0700 224.00 0.0700 /0.0300 224.15 0.0300 224.09 0.0300 224.00 0.0300 /0.0700 224,04 0.0700 225,62 0.0700 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.09 222.99 .264E+02 0.1 0.47 0.19 223.09 .586E+02 0.2 0.71 0.28 223.18 .967E+02 0.5 0.88 0.37 223.27 .141E+03 0.9 1.03 0.47 223.37 .190E+03 1.3 1.16 0.56 223.46 .246E+03 1.9 1.28 0.65 223.55 .307E+03 2.5 1.39 0.75 223.65 .374E+03 3.3 1.50 0.84 223.74 .447E+03 4.3 1.60 0.94 223.84 .549E+03 5.5 1.67 1.03 223.93 .683E+03 7.0 1.73 1.13 224.03 .895E+03 9.0 1.69 1.22 224.12 .128E+04 11.8 1.55 1.32 224.22 .174E+04 15.8 1.53 1.42 224.32 .220E+04 20.9 1.59 1.51 224.41 .268E+04 26.9 1.68 1.61 224.51 .316E+04 33.7 1.79 1.70 224.60 .366E+04 41.4 1.90 1.80 224.70 .416E+04 49.8 2.01 Main Channel Main channel Main channel Main Channel <---- hydrograph ----> AREA QPEAK TPEAK R.V. INFLOW : ID= 2 ( 50907) 99.74 (cms)29 (hrs)21 85.07 OUTFLOW: ID= 1 ( 50506) 99.74 12.82 12.25 85.07 TRAV.TIME (min) 5.91 3.96 3.16 2.71 2.40 2.18 2.01 1.87 1.75 1.67 1.62 1.66 1.81 1.83 1.76 1.66 1.56 1.47 1.39 <-pipe / channel-> MAX DEPTH MAX VEL 1.25 (1.54 1.25 1.54 CALIB NASHYD ( 50109) Area (ha)= 0.45 Curve Number (CN)= 84.0 ID= 1 DT= 5.0 min Ia (mm)= 6.93 # of Linear ReS.(N)= 3.00 3.00 223.81 0.0700 5.15 223.74 0.0700 /0.0450 6.85 222.90 0.0450 8.35 222.90 0.0450 10.25 223.87 0.0450 /0.0700 15.60 224.00 0.0700 /0.0300 17.10 224.15 0.0300 20.10 224.09 0.0300 21.60 224.00 0.0300 /0.0700 30.00 224.04 0.0700 33.20 225.62 0.0700 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m (cms) (m/s) 0.09 222.99 .280E+0.) 2 0.1 0.55 0.19 223.09 .623E+02 0.3 0.82 0.28 223.18 .103E+03 0.6 1.02 0.37 223.27 .149E+03 1.0 1.19 0.47 223.37 .202E+03 1.5 1.35 0.56 223.46 .261E+03 2.2 1.48 0.65 223.55 .326E+03 2.9 1.61 0.75 223.65 .397E+03 3.9 1.73 0.84 223.74 .475E+03 4.9 1.85 0.94 223.84 .583E+03 6.3 1.94 1.03 223.93 .725E+03 8.1 2.00 1.13 224.03 .950E+03 10.4 1.95 1.22 224.12 .136E+04 13.7 1.79 1.32 224.22 .184E+04 18.3 1.77 1.42 224.32 .234E+04 24.2 1.84 1.51 224.41 .285E+04 31.1 1.95 1.61 224.51 .336E+04 39.0 2.07 1.70 224.60 .388E+04 47.9 2.20 1.80 224.70 .441E+04 57.6 2.32 Main Channel Main Channel Main Channel Main Channel INFLOW : ID= 2 OUTFLOW: ID= 1 TRAV.TIME (min) 5.42 3.63 2.90 2.49 2.21 2.00 1.84 1.72 1.61 1.53 1.49 1.52 1.66 1.68 1.61 1.53 1.44 1.35 1.28 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (55) (m) (m/s) 50908) 99.09 12.92 12.17 85.05 1.20 1.82 50507) 99.09 12.86 12.17 85.05 1.20 1.82 1 CALIB 1 NASHYD ( 50110) 11D= 1 DT= 5.0 min Area (ha)= Ia (mm)- U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 0.272 PEAK FLOW (cms)- 0.222 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 87.698 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.689 0.66 curve Number (CN)= 86.0 5.46 # of Linear Res,(N)= 3.00 0.09 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50907)1 U.H. Tp(hrs)= 0.11 Unit Hyd Qpeak (cms)= 0.155 PEAK FLOW (cms)= 0.140 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 84.190 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.662 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 50906)1 1 1+ 2= 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 50109): 0.45 0.140 12.08 84.19 + ID2= 2 ( 50506): 99.74 12.823 12.25 85.07 ID = 3 ( 50906): 100.19 12.877 12.25 85.06 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Elevation Manning Distance 0.00 3.00 5.15 6.85 8.35 10.25 15.60 17.10 20.10 21.60 30.00 33.20 223.81 223.74 222.90 222.90 223.87 224.00 224.15 224.09 224.00 224.04 225.62 0.0700 0.0700 /0.0450 0.0450 0.0450 0.0450 /0.0700 0.0700 /0.0300 0.0300 0.0300 0.0300 /0.0700 0.0700 0.0700 Main Channel Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.09 222.99 .111E+02 0.1 0.33 3.54 0.19 223.09 .248E+02 0.2 0.50 2.37 0.28 223.18 .408E+02 0.4 0.62 1.90 0.37 223.27 .593E+02 0.6 0.73 1.62 0.47 223.37 .803E+02 0.9 0.82 1.44 0.56 223.46 .104E+03 1.3 0.90 1.31 0.65 223.55 .130E+03 1.8 0.98 1.20 0.75 223.65 .158E+03 2.4 1.05 1.12 0.84 223.74 .189E+03 3.0 1.12 1.05 0.94 223.84 .232E+03 3.9 1.18 1.00 1.03 223.93 .288E+03 5.0 1.22 0.97 1.13 224.03 .378E+03 6.3 1.19 0.99 1.22 224.12 .541E+03 8.3 1.09 1.08 1.32 224.22 .734E+03 11.1 1.08 1.10 1.42 224.32 .931E+03 14.7 1.12 1.05 1.51 224.41 .113E+04 18.9 1.19 1.00 1.61 224.51 .134E+04 23.8 1.26 0.94 1.70 224.60 .154E+04 1.80 224.70 .176E+04 INFLOW : ID= 2 ( 50906) OUTFLOW: ID= 1 ( 50505) AREA (ha) 100.19 100.19 29.1 1.34 35.1 1.42 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 12.88 12.25 85.06 12.88 12.25 85.06 0.88 0.83 <-pipe / channel-> MAX DEPTH MAX VEL 1.37 (1.10 1.37 1.10 CALIB NASHYD ( 50114) ID= 1 DT= 5.0 min Area (ha)= 64.46 Ia (mm)= 8.97 U.H. Tp(hrs)= 0.68 Unit Hyd Qpeak (cms)= 3.647 PEAK FLOW (cms)= 4.216 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 60.161 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.473 Curve Number (cN)= 69.0 # of Linear Res.(N)= 3.00 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 50510)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION Distance Elevation 0.00 217.03 16.39 216.80 22.87 216.74 39.41 216.68 40.57 216.56 42.67 216.42 43.38 216.51 44.39 216.50 46.87 216.64 49.73 216.61 50.91 216.63 51.70 216.65 52.83 216.66 54.73 216.36 57.07 215.70 62.92 216.56 90.41 216.37 94.15 216.58 95.39 216.70 98.70 216.70 1.1) Manning 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 /0.0350 0.0350 0.0350 /0.0600 0.0600 0.0600 0.0600 0.0600 Main Main Main Channel Channel Channel TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.05 215.75 .552E+00 0.0 0.24 2.81 0.10 215.80 .221E+01 0.0 0.39 1.77 0.15 215.85 .497E+01 0.1 0.51 1.35 0.20 215.90 .883E+01 0.1 0.61 1.12 0.25 215.95 .138E+02 0.2 0.71 0.96 0.37 0.43 0.49 0.55 0.62 0.68 0.74 0.80 0.88 0.95 1.03 1.11 1.18 1.26 215.64 215.70 215.76 215.82 215.89 215.95 216.01 216.07 216.15 216.22 216.30 216.38 216.45 216.53 INFLOW : ID= OUTFLOW: ID= .247E+03 .320E+03 .398E+03 .482E+03 .573E+03 .668E+03 .770E+03 .987E+03 .141E+04 .188E+04 .249E+04 .324E+04 .413E+04 .514E+04 0.9 1.3 1.8 2.4 3.0 3.7 4.6 5.5 7.2 9.3 11.9 15.1 19.0 23.6 1.07 1.20 1.32 1.43 1.53 1.63 1.72 1.61 1.47 1.43 1.39 1.35 1.34 1.34 4.54 4.04 3.67 3.39 3.16 2.97 2.81 3.00 3.29 3.38 3.49 3.58 3.63 3.62 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 2 ( 50929) 164.65 15.73 12.33 75.31 1.12 1.35 1 ( 50536) 164.65 15.42 12.42 75.31 1.11 1.35 CALIB STANDHYD ( 50105) Area (ha)= 18.94 ID= 1 DT= 5.0 min 1 Total Imp(%)= 19.52 Dir. Conn.(%)= 2.68 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 3.70 15.24 Dep. Storage (mm)= 1.00 1.50 Average Slope (%)= 1.00 2.00 Length (m)= 355.30 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 5.00 4.58 5.00 0.23 0.21 12.08 126.20 127.20 0.99 165.42 15.00 (ii) 10.35 (ii) 15.00 0.09 4.76 12.17 97.32 127.20 0.77 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 4.848 (iii) 12.17 98.09 127.20 0.77 0.31 216.01 .199E+02 0.4 0.81 0.85 0.36 216.06 .270E+02 0.6 0.89 0.77 0.41 216.11 .353E+02 0.8 0.98 0.70 0.46 216.16 .447E+02 1.1 1.06 0.65 0.51 216.21 .552E+02 1.5 1.13 0.61 0.56 216.26 .668E+02 2.0 1.21 0.57 0.61 216.31 .795E+02 2.5 1.28 0.54 0.66 216.36 .933E+02 3.1 1.35 0.51 0.71 216.41 .116E+03 3.8 1.35 0.51 0.77 216.47 .164E+03 4.9 1.23 0.56 0.83 216.53 .239E+03 6.4 1.10 0.62 0.88 216.58 .340E+03 8.5 1.03 0.66 0.94 216.64 .454E+03 11.5 1.04 0.66 1.00 216.70 .586E+03 15.0 1.05 0.65 INFLOW OUTFLOW: <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) ID= 2 ( 50114) 64.46 4.22 12.67 60.16 0.73 1.30 ID= 1 ( 50510) 64.46 4.21 12.67 60.16 0.73 1.30 1 ADD HYD ( 50929)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. a cms rs mm ID1= 1 ( 50505): 100.19 12.881) 12.25) 85.06) + ID2= 2 ( 50510): 64.46 4.211 12.67 60.16 ID = 3 ( 50929): 164.65 15.728 12.33 75.31 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 50536)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 12.70 217.25 0.0700 17.70 216.01 0.0700 29.90 216.07 0.0700 /0.0350 31.60 215.45 0.0350 32.40 215.37 0.0350 33.00 215.27 0.0350 33.40 215.37 0.0350 34.50 215.45 0.0350 36.00 216.04 0.0350 39.90 216.79 0.0350 /0.0700 43.70 216.17 0.0700 61.40 216.43 0.0700 66.40 216.53 0.0700 DEPTH ELEV 0.06 215.33 0.12 215.39 0.18 215.45 0.25 215.52 0.31 215.58 TRAVEL TIME TABLE Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel Main Channel VOLUME FLOW RATE VELOCITY (cu.m.) (cms) (m/s) .551E+01 0.0 0.29 .231E+02 0.0 .638E+02 0.1 .119E+03 0.3 .180E+03 0.6 0.41 0.53 0.75 0.92 TRAV.TIME (min) 16.69 11.82 9.15 6.50 5.27 ID1= 1 ( 50105): 18.94 4.848 + ID2= 2 ( 50536): 164.65 15.420 12.17 12.42 98.09 75.31 ID = 3 ( 50905): 183.59 18.731 12.25 77.66 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 1 ADD +YD2 ( 50905) 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 50905): 183.59 18.731 12.25 77.66 + 102= 2 ( 50801): 30.60 2.049 12.50 91.95 ---------------------------------- ID = 1 ( 50905): 214.19 20.385 12.25 79.70 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 50503)1 IN= 2---> OUT= 1 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 210.78 0.0700 3.80 210.56 0.0700 14.10 207.00 0.0700 /0.0350 17.40 206.89 0.0350 18.60 206.24 0.0350 21.60 206.97 0.0350 25.40 206.82 0.0350 /0.0700 41.90 209.21 0.0700 66.10 211.72 0.0700 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.19 206.43 .273E+02 0.1 0.88 0.39 206.63 .109E+03 0.6 1.39 0.58 206.82 .245E+03 1.8 1.82 0.83 207.07 .801E+03 5.6 1.70 1.07 207.32 .168E+04 16.9 2.47 1.32 207.56 .270E+04 33.4 3.03 1.57 207.81 .387E+04 54.9 3.48 1.82 208.06 .518E+04 81.4 3.85 2.07 208.31 .664E+04 112.9 4.16 2.31 208.55 .825E+04 149.6 4.44 2.56 208.80 .100E+05 191.5 4.69 2.81 209.05 .119E+05 238.8 4.91 3.06 209.30 .140E+05 291.2 5.11 3.30 209.54 .162E+05 348.7 5.27 3.55 209.79 .186E+05 412.4 5.43 3.80 210.04 .212E+05 482.4 5.57 4.05 210.29 .240E+05 559.1 5.70 4.29 210.53 .270E+05 642.6 5.83 4.54 210.78 .303E+05 725.0 5.87 Main Channel Main Channel Main Channel Main Channel Main Channel TRAV.TIME (min) 4.66 2.94 2.24 2.40 1.65 1.35 1.17 1.06 0.98 0.92 0.87 0.83 0.80 0.77 0.75 0.73 0.72 0.70 0.70 1 ADD HYD +2 ( 50905)1 = 3 AREA QPEAK (ha) (cms) TPEAK R.V. (hrs) (mm) AREA (ha) INFLOW : ID= 2 ( 50905) 214.19 OUTFLOW: ID= 1 ( 50503) 214.19 <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 20.38 12.25 79.70 20.45 12.33 79.70 <-pipe / channel-> MAX DEPTH MAX VEL 1.13 (2.57 1.13 2.57 1 STANDHYD ( 50142)1I Area (ha)= 4.45 IID= 1 DT= 5.0 min Total Imp(%)= 25.70 Dir. Conn.(%)= 23.70 CALIB STANDHYD ( 50143)1 Area (ha)= 4.55 ID= 1 DT= 5.0 min 1 Total Imp(%)= 70.40 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = Dir. Conn.(%)= 58.80 IMPERVIOUS PERVIOUS (i) 3.20 1.35 1.00 1.50 1.00 2.00 174.09 40.00 0.013 0.250 155.69 5.00 2.98 5.00 0.28 1.15 12.08 126.20 127.20 0.99 ******** 10.00 (ii) 7.48 (ii) 10.00 0.13 0.59 12.08 100.47 127.20 0.79 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.745 (iii) 12.08 115.60 127.20 0.91 RESERVOIR( 50402)1 OVERFLOW IS OFF IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0305 0.0341 0.0152 0.0044 0.0317 0.0368 0.0176 0.0088 0.0329 0.0396 0.0197 0.0132 0.0341 0.0423 0.0216 0.0172 0.0352 0.0455 0.0233 0.0203 0.0363 0.0495 0.0249 0.0231 0.0373 0.0555 0.0264 0.0258 0.0384 0.0649 0.0278 0.0286 0.0394 0.0759 0.0292 0.0313 0.0906 0.0869 INFLOW : ID= 2 ( 50143) OUTFLOW: ID= 1 ( 50402) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 4.546 1.745 12.08 115.60 4.546 0.617 12.25 115.58 PEAK FLOW REDUCTION [Qout/Qin](%)= 35.34 TIME SHIFT OF PEAK FLOW (min)= 10.00 MAXIMUM STORAGE USED (ha.m.)- 0.2018 1 CALIB 1 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 8102)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 17.09 Curve Number (cN)= 69.0 7.81 # of Linear Res.(N)= 3.00 0.63 Unit Hyd Qpeak (cms)- 1.043 PEAK FLOW (cms)= 1.194 (1) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 61.042 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.480 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 8501)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .242E+02 0.2 0.70 0.20 0.20 .547E+02 0.5 1.05 0.30 0.30 .914E+02 1.1 1.31 0.40 0.40 .135E+03 2.0 1.54 0.50 0.50 .184E+03 3.0 1.74 0.60 0.60 .240E+03 4.4 1.92 0.70 0.70 .302E+03 6.0 2.08 0.80 0.80 .370E+03 7.9 2.24 0.90 0.90 .445E+03 10.1 2.40 1.00 1.00 .525E+03 12.7 2.54 1.11 1.11 .627E+03 16.7 2.80 1.22 1.22 .743E+03 21.2 2.99 1.33 1.33 .876E+03 26.1 3.14 1.44 1.44 .102E+04 31.6 3.25 1.56 1.56 .119E+04 37.6 3.33 1.67 1.67 .137E+04 44.2 3.40 1.78 1.78 .156E+04 51.3 3.45 1.89 1.89 .177E+04 58.9 3.50 2.00 2.00 .200E+04 67.1 3.53 Main Channel Main Channel Main Channel Main Channel TRAV. TIME (min) 2.49 1.67 1.33 1.14 1.01 0.91 0.84 0.78 0.73 0.69 0.63 0.59 0.56 0.54 0.53 0.52 0.51 0.50 0.50 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 8102) 17.09 1.19 12.58 61.04 0.31 1.33 OUTFLOW: ID= 1 ( 8501) 17.09 1.19 12.67 61.04 0.31 1.32 Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (96)- (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = ***** WARNING: STORAGE COEFF. IMPERVIOUS PERVIOUS (1) 1.14 3.30 1.00 1.50 1.00 2.00 172.16 40.00 0.013 0.250 155.69 5.00 2.96 5.00 0.28 0.45 12.08 126.20 127.20 0.99 135.95 10.00 (ii) 9.21 (ii) 10.00 0.12 0.94 12.08 93.34 127.20 0.73 IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.391 (iii) 12.08 101.12 127.20 0.80 1 ADD HYD ( 50903)1 1 1 + 2 = 3 I01= 1 ( 50142): + ID2= 2 ( 50402): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 4.45 1.391 12.08 101.12 4.55 0.617 12.25 115.58 ID = 3 ( 50903): 8.99 1.894 12.08 108.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50903)1 3 + 2 = 1 ID1- 3 ( 50903): + ID2= 2 ( 50503): AREA QPEAK TPEAK R.V.. (ha) (cms) (hrs) (mm) 8.99 1.894 12.08 108.43 214.19 20.450 12.33 79.70 ID = 1 ( 50903): 223.18 21.532 12.25 80.86 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 50931)1 1 1 + 2 = 3 ID1= 1 ( 50104): + ID2= 2 ( 50903): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 5.34 0.620 12.25 62.46 223.18 21.532 12.25 80.86 ID = 3 ( 50931): 228.52 22.152 12.25 80.43 1 CALIB 1 STANDHYD ( 8101) Area 110= 1 DT= 5.0 min Total Surface Area (ha)= Dep. Storage (mm)= Average Slope (%0= Length (m)= Mannings n = Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 storage Coeff. (min)= 2.50 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)= 0.29 PEAK FLOW (cms)= 0.27 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 (ha)= 2.51 Imp(%)= 32.00 Dir. Conn.(%)= 25.00 IMPERVIOUS 0.80 2.00 1.00 129.43 0.013 PERVIOUS (1) 1.71 6.54 2.00 40.00 0.250 60.24 15.00 (ii) 11.14 (ii) 15.00 0.09 ***** WARNING: STORAGE COEFF. IS SMALLER 0.18 12.17 37.55 127.20 0.30 THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 46.0 Ia = pep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.420 (iii) 12.08 59.46 127.20 0.47 1 ADD HYD ( 8901)1 1 + 2 = 3 ID1= 1 ( 8101): + IO2= 2 ( 8501): AREA (ha) 2.51 17.09 QPEAK TPEAK (cms) (hrs) 0.420 12.08 1.195 12.67 R.V. (mm) 59.46 61.04 ID = 3 ( 8901): 19.60 1.285 12.58 60.84 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASITYD ( 30101) Area (ha)= 10= 1 DT= 5.0 min Ia (mm )= U.H. Tp(hrs)= 21.09 Curve Number (CN)- 63.0 8.38 # of Linear Res.(N)= 2.00 0.23 Unit Hyd Qpeak (cms)- 2.380 PEAK FLOW (cms)- 1.935 (1) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 52.108 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.410 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 30102)1 ID= 1 DT= 5.0 min 1 Area (ha)= Ia (mm)= U.H. Tp(hrs)= 13.71 curve Number (CN)= 80.0 9.76 # of Linear Res.(N)= 2.00 0.14 Unit Hyd Qpeak (cms)= 2.542 PEAK FLOW (cms)= 2.718 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 74.013 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.582 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 30501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 9.00 0.00 0.0350 11.00 0.00 0.0350 14.00 1.00 0.0350 /0.1000 20.00 2.00 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.10 0.10 .166E+03 0.3 1.49 0.20 0.20 .375E+03 1.2 2.22 0.30 0.30 .627E+03 2.4 2.78 0.40 0.40 .922E+03 4.2 3.26 0.50 0.50 .126E+04 6.4 3.68 0.60 0.60 .164E+04 9.3 4.06 0.70 0.70 .207E+04 12.7 4.42 0.80 0.80 .254E+04 16.7 4.75 0.90 0.90 .305E+04 21.5 5.07 1.00 1.00 .360E+04 26.9 5.38 1.11 1.11 .429E+04 35.4 5.93 1.22 1.22 .510E+04 44.9 6.34 1.33 1.33 .600E+04 55.4 6.65 1.44 1.44 .702E+04 67.0 6.88 1.56 1.56 .814E+04 79.7 7.06 1.67 1.67 .936E+04 93.6 7.20 1.78 1.78 .107E+05 108.6 7.31 1.89 1.89 .121E+05 124.8 7.41 2.00 2.00 .137E+05 142.2 7.48 Main Channel Main Channel Main Channel Main Channel TRAV.TIME (min) 8.06 5.40 4.32 3.69 3.27 2.96 2.72 2.53 2.37 2.23 2.02 1.89 1.81 1.74 1.70 1.67 1.64 1.62 1.60 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL INFLOW : ID= 2 ( 30102) 13.71 (cms)27 (hrs)20 74 01 0.32 (2.85 OUTFLOW: ID= 1 ( 30501) 13.71 2.62 12.17 74.01 0.31 2.82 I ADD HYD ( 30901)1 CALIB NASHYD ( 56120)1 ID= 1 DT= 5.0 min 1 Area (ha)= U.H. Tp(hrs)= 12.80 Curve Number (CN)= 70.0 8.20 # of Linear Res.(N)= 3.00 0.47 Unit Hyd Qpeak (cms)= 1.040 PEAK FLOW (cms)= 1.127 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 62.144 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.489 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 56121)1 ID= 1 DT= 5.0 min Area (ha)= 19.10 Curve Number (CN)= 72.0 Ia (mm)= 9.90 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.48 Unit Hyd Qpeak (cms)= 1.520 PEAK FLOW (cms)= 1.708 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 63.673 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.501 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 56122)1 ID= 1 DT= 5.0 min Area (ha)= U.H. Tp(hrs)= 25.60 Curve Number (CN)= 76.0 7.90 # of Linear Res.(N)= 3.00 0.15 Unit Hyd Qpeak (cms)= 6.519 PEAK FLOW (cms)= 5.685 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 70.925 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.558 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. SHIFT HYD( 56702)1 IN= 2---> OUT= 1 SHIFT= 75.8 min 1 AREA (ha) ID= 2 ( 56122): 25.60 SHIFT ID= 1 ( 56702): 25.60 QPEAK TPEAK R.V. (cms) (hrs) (mm) 5.68 12.08 70.93 5.68 13.33 70.93 1 1+ 2= 3 1 AREA QPEAK TPEAK R.V. ha (cms rsID1= 1 ( 30101): 21 09 1.935) 12.17) 52.11) + IO2= 2 ( 30501): 13.71 2.620 12.17 74.01 ID = 3 ( 30901): 34.80 4.556 12.17 60.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB NASHYD ( 23101) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 15.09 Curve Number (CN)= 71.0 8.77 # of Linear Res.(N)= 2.00 0.41 Unit Hyd Qpeak (cms)= 0.967 PEAK FLOW (cms)= 1.112 () TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 62.906 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.495 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB NASHYD ( 24101) ID= 1 DT= 5.0 min Area (ha)= Ia (mm)= U.H. Tp(hrs)= 21.57 curve Number (CN)= 65.0 9.84 # of Linear Res.(N)= 2.00 0.34 Unit Hyd Qpeak (cms)= 1.646 PEAK FLOW (cms)= 1.530 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 53.928 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.424 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 Junction Command(12901) 1 INFLOW : ID= 9( 12801) OUTFLOW: ID= 2( 12901) AREA (ha) 5.15 5.15 QPEAK TPEAK (cms) (hrs) 0.33 11.92 0.33 11.92 R.V. (mm) 73.09 73.09 1 Junction Command(11901) 1 INFLOW : ID= 9( 11801) OUTFLOW: ID= 2( 11901) AREA (ha) 4.17 4.17 QPEAK (cms) 1.57 1.57 TPEAK (hrs) 12.08 12.08 R.V. (mm) 72.67 72.67 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56121): 19.10 1.708 12.42 63.67 + ID2= 2 ( 56702): 25.60 5.685 13.33 70.93 ID = 3 ( 56914): 44.70 6.350 13.33 67.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 DUHYD ( 56801) Inlet Cap.= 0.400 #of Inlets= 1 Total(cms)= 0.4 AREA (ha) TOTAL HYD.(ID= 1): 44.70 QPEAK (cms) 6.35 TPEAK R.V. (hrs) (mm) 13.33 67.83 MAJOR SYS.(ID= 2): 23.24 5.95 13.33 67.83 MINOR SYS.(ID= 3): 21.46 0.40 11.92 67.83 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 56508)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 0.0800 10.00 1.50 0.0800 /0.0300 20.00 0.50 0.0300 21.00 0.50 0.0300 31.00 1.50 0.0300 /0.0800 41.00 2.00 0.0800 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 0.58 .653E+02 0.1 0.75 0.15 0.65 .187E+03 0.4 1.10 0.23 0.73 .366E+03 1.1 1.39 0.31 0.81 .602E+03 2.1 1.65 0.38 0.88 .895E+03 3.5 1.88 0.46 0.96 .124E+04 5.5 2.10 0.54 1.04 .165E+04 8.0 2.31 0.62 1.12 .211E+04 11.1 2.51 0.69 1.19 .263E+04 14.8 2.71 0.77 1.27 .321E+04 19.3 2.89 0.85 1.35 .384E+04 24.6 3.07 0.92 1.42 .453E+04 30.6 3.24 1.00 1.50 .528E+04 37.6 3.41 1.08 1.58 .619E+04 48.1 3.73 1.17 1.67 .723E+04 59.7 3.97 1.25 1.75 .840E+04 72.6 4.15 1.33 1.83 .971E+04 86.7 4.29 1.42 1.92 .111E+05 102.0 4.39 1.50 2.00 .127E+05 118.7 4.48 Main Channel Main Channel Main Channel Main Channel <---- hydrograph ----> QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.40 11.92 67.83 0.40 12.17 67.83 TRAV.TIME (min) 10.70 7.27 5.76 4.86 4.25 3.80 3.46 3.18 2.96 2.77 2.61 2.47 2.34 2.15 2.02 1.93 1.87 1.82 1.79 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.15 1.06 0.15 1.05 I ADD HYD ( 56914)1 INFLOW : ID= 2 ( 56801) OUTFLOW: ID= 1 ( 56508) AREA (ha) 21.46 21.46 1 ADD HYD ( 56913)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) ID1= 1 ( 56120): 12.80 127) 12.42cms rs) 62.14) + ID2= 2 ( 56508): 21.46 0.401 12.17 67.83 ID = 3 ( 56913): 34.26 1.527 12.42 65.70 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB STANDHYD ( 56119) Area (ha)= 6.41 ID= 1 DT= 5.0 min Total Imp(%)= 50.00 Dir. Conn.(%)= 35.00 IMPERVIOUS PERVIOUS (7) Surface Area (ha)= 3.20 3.20 Dep. Storage (mm)= 1.00 5.00 Average Slope (4j= 1.00 2.00 Length (m)= 206.72 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 163.68 5.00 10.00 3.31 (ii) 9.10 (ii) 5.00 10.00 0.26 0.12 0.96 12.08 126.20 127.20 0.99 1.09 12.08 86.80 127.20 0.68 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.052 (iii) 12.08 100.59 127.20 0.79 1 ADD HYD ( 56912)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56119): 6.41 2.052 12.08 100.59 + ID2= 2 ( 56913): 34.26 1.527 12.42 65.70 ID = 3 ( 56912): 40.67 3.056 12.08 71.20 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB 1 NASHYD ( 56127) Area (ha)= 6.00 Curve Number (CN)= 74.0 Unit Hyd Qpeak (cms)= 0.287 PEAK FLOW (cms)= 0.366 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 68.899 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.542 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 56517)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56126): 4.21 0.366 12.50 68.90 + ID2= 2 ( 56513): 6.00 0.602 12.50 66.85 ID = 3 ( 56517): 10.21 0.968 12.50 67.69 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 56512)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0350 1.50 1.50 0.0350 3.00 2.00 0.0350 Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 1.53 .831E+00 0.0 0.25 26.39 0.05 1.55 .332E+01 0.0 0.40 16.62 0.08 1.58 .748E+01 0.0 0.53 12.69 0.11 1.61 .133E+02 0.0 0.64 10.47 0.13 1.63 .208E+02 0.0 0.74 9.02 0.16 1.66 .299E+02 0.1 0.83 7.99 0.18 1.68 .407E+02 0.1 0.92 7.21 0.21 1.71 .532E+02 0.1 1.01 6.60 0.24 1.74 .673E+02 0.2 1.09 6.10 0.26 1.76 .831E+02 0.2 1.17 5.69 0.29 1.79 .101E+03 0.3 1.25 5.34 0.32 1.82 .120E+03 0.4 1.32 5.03 0.34 1.84 .140E+03 0.5 1.40 4.77 0.37 1.87 .163E+03 0.6 1.47 4.54 0.39 1.89 .187E+03 0.7 1.54 4.34 0.42 1.92 .213E+03 0.9 1.60 4.16 0.45 1.95 .240E+03 1.0 1.67 3.99 0.47 1.97 .269E+03 1.2 1.74 3.84 0.50 2.00 .300E+03 1.3 1.80 3.71 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56517) 10.21 0.97 12.50 67.69 0.44 1.65 OUTFLOW: ID= 1 ( 56512) 10.21 0.96 12.58 67.69 0.44 1.65 IID= 1 DT= 5.0 min 1 Ia (mm)= 9.60 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.40 Unit Hyd Qpeak (cms)= 0.573 PEAK FLOW (cms)= 0.649 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 66.852 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.526 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 56513)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0800 10.00 1.50 0.0800 /0.0350 Main channel 20.00 0.50 0.0350 Main Channel 21.00 0.50 0.0350 Main Channel 31.00 1.50 0.0350 /0.0800 Main Channel 41.00 2.00 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 0.58 .599E+02 0.1 0.38 19.07 0.15 0.65 .172E+03 0.2 0.57 12.95 0.23 0.73 .336E+03 0.5 0.71 10.26 0.31 0.81 .552E+03 1.1 0.85 8.66 0.38 0.88 .820E+03 1.8 0.97 7.57 0.46 0.96 .114E+04 2.8 1.08 6.78 0.54 1.04 .151E+04 4.1 1.19 6.16 0.62 1.12 .194E+04 5.7 1.29 5.67 0.69 1.19 .241E+04 7.6 1.39 5.27 0.77 1.27 .294E+04 9.9 1.49 4.93 0.85 1.35 .352E+04 12.6 1.58 4.64 0.92 1.42 .416E+04 15.8 1.67 4.39 1.00 1.50 .484E+04 19.3 1.76 4.18 1.08 1.58 .567E+04 24.7 1.92 3.82 1.17 1.67 .662E+04 30.7 2.04 3.59 1.25 1.75 .770E+04 37.4 2.14 3.43 1.33 1.83 .890E+04 44.7 2.21 3.32 1.42 1.92 .102E+05 52.7 2.27 3.23 1.50 2.00 .117E+05 61.4 2.32 3.17 INFLOW : ID= 2 ( 56127) OUTFLOW: ID= 1 ( 56513) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 6.00 0.65 12,33 66.85 0.25 0.74 6.00 0.60 12.50 66.85 0.24 0.73 1 CALIB 1 NASHYD ( 56126) Area (ha)= 4.21 Curve Number (CN)= 75.0 1ID= 1 DT= 5.0 min Ia (mm)= 8.96 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.56 1 CALIB NASHYD ( 56125) Area (ha)= 5.30 Curve Number (CN) 77.0 ID= 1 DT= 5.0 min Ia (mm)= 7.62 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.38 Unit Hyd Qpeak (cms)= 0.533 PEAK FLOW (cms)= 0.654 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 73.150 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.575 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 56511)1 IN= 2---> OUT= 1 1 Routing time step (min).= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0800 10.00 1.50 0.0800 /0.0350 Main Channel 20.00 0.50 0.0350 Main Channel 21.00 0.50 0.0350 Main Channel 31.00 1.50 0.0350 /0.0800 Main Channel 41.00 2.00 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m). (m) (cu.m.) (cms) (m/s) (min) 0.08 0.58 .789E+02 0.1 0.60 16.07 0.15 0.65 .227E+03 0.3 0.89 10.92 0.23 0.73 .443E+03 0.9 1.12 8.65 0.31 0.81 .728E+03 1.7 1.32 7.30 0.38 0.88 .108E+04 2.8 1.51 6.39 0.46 0.96 .150E+04 4.4 1.69 5.71 0.54 1.04 .199E+04 6.4 1.86 5.20 0.62 1.12 .255E+04 8.9 2.02 4.78 0.69 1.19 .318E+04 11.9 2.18 4.44 0.77 1.27 .388E+04 15.5 2.32 4.16 0.85 1.35 .464E+04 19.8 2.47 3.92 0.92 1.42 .548E+04 24.6 2.61 3.71 1.00 1.50 .638E+04 30.2 2.75 3.52 1.08 1.58 .748E+04 38.7 3.00 3.22 1.17 1.67 .873E+04 48.1 3.19 3.03 1.25 1.75 .101E+05 58.4 3.34 2.89 1.33 1.83 .117E+05 69.9 3.45 2.80 1.42 1.92 .135E+05 82.4 3.55 2.73 1.50 2.00 .154E+05 95.9 3.62 2.67 INFLOW : ID= 2 ( 56125) OUTFLOW: ID= 1 ( 56511) <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 5.30 0.65 12.33 73.15 0.20 1.01 5.30 0.60 12.50 73.15 0.19 0.99 CALIB 1 NASHYD ( 56124)1 Area (ha)= 18.64 Curve Number (CN)= 75.0 ID= 1 DT= 5.0 min I Ia (mm)= 8.82 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.55 Unit Hyd Qpeak (cms)= 1.294 PEAK FLOW (cms)= 1.647 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 69.015 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.543 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ADD HYD ( 56516)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 56124): 18.64 1.647) 12.50 69.02) + ID2= 2 ( 56511): 5.30 0.600 12.50 73.15 ID = 3 ( 56516): 23.94 2.248 12.50 69.93 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IADD HYD ( 56516)1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 56516): 23.94 (cms)248 12.50 69.93) + ID2= 2 ( 56512): 10.21 0.963 12.58 67.69 ID = 1 ( 56516): 34.15 3.199 12.50 69.26 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 56510)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0300 1.50 1.50 0.0300 3.00 2.00 0.0300 Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 1.53 .831E+00 0.0 0.18 37.17 0.05 1.55 .332E+01 0.0 0.28 23.41 0.08 1.58 .748E+01 0.0 0.37 17.87 0.11 1.61 .133E+02 0.0 0.45 14.75 0.13 1.63 .208E+02 0.0 0.52 12.71 0.16 1.66 .299E+02 0.0 0.59 11.26 0.18 1.68 .407E+02 0.1 0.66 10.16 0.21 1.71 .532E+02 0.1 0.72 9.29 0.24 1.74 .673E+02 0.1 0.78 8.59 0.26 1.76 .831E+02 0.2 0.83 8.01 ROUTE CHN( 56509)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 <------ DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0300 1.50 1.50 0.0300 3.00 2.00 0.0300 Main Channel Main Channel Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.03 1.53 .102E+01 0.0 0.18 45.53 0.05 1.55 .407E+01 0.0 0.28 28.68 0.08 1.58 .916E+01 0.0 0.37 21.89 0.11 1.61 .163E+02 0.0 0.45 18.07 0.13 1.63 .255E+02 0.0 0.52 15.57 0.16 1.66 .366E+02 0.0 0.59 13.79 0.18 1.68 .499E+02 0.1 0.66 12.44 0.21 1.71 .652E+02 0.1 0.72 11.38 0.24 1.74 .825E+02 0.1 0.78 10.52 0.26 1.76 .102E+03 0.2 0.83 9.81 0.29 1.79 .123E+03 0.2 0.89 9.20 0.32 1.82 .147E+03 0.3 0.94 8.69 0.34 1.84 .172E+03 0.3 0.99 8.23 0.37 1.87 .200E+03 0.4 1.04 7.84 0.39 1.89 .229E+03 0.5 1.09 7.49 0.42 1.92 .261E+03 0.6 1.14 7.17 0.45 1.95 .294E+03 0.7 1.19 6.89 0.47 1.97 .330E+03 0.8 1.23 6.63 0.50 2.00 .367E+03 1.0 1.28 6.39 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56515) 36.24 3.21 12.58 71.07 0.48 1.25 OUTFLOW: ID= 1 ( 56509) 36.24 3.10 12.75 71.06 0.50 1.28 I CALIB 1 STANDHYD ( 56118)1 Area (ha)= 1.68 ID= 1 DT= 5.0 min I Total Imp(%)= 50.00 Dir. Conn.(%)= 35.00 IMPERVIOUS PERVIOUS (7) Surface Area (ha)= 0.84 0.84 Dep. Storage (mm)= 1.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 105.83 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW TIME TO PEAK (cms)= (hrs)= 155.69 163.68 5.00 10.00 2.21 (ii) 8.01 (ii) 5.00 10.00 0.30 0.13 0.25 0.30 12.08 12.08 *TOTALS* 0.553 (iii) 12.08 0.29 1.79 .101E+03 0.2 0.32 1.82 .120E+03 0.3 0.34 1.84 .140E+03 0.3 0.37 1.87 .163E+03 0.4 0.39 1.89 .187E+03 0.5 0.42 1.92 .213E+03 0.6 0.45 1.95 .240E+03 0.7 0.47 1.97 .269E+03 0.8 0.50 2.00 .300E+03 1.0 0.89 7.51 0.94 7.09 0.99 6.72 1.04 6.40 1.09 6.11 1.14 5.85 1.19 5.62 1.23 5.41 1.28 5.22 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56516) 34.15 3.20 12.50 69.26 0.49 1.25 OUTFLOW: ID= 1 ( 56510) 34.15 3.11 12.67 69.26 0.50 1.28 CALIB STANDHYD ( 56123) Area (ha)= 2.09 !ID= 1 DT= 5.0 min Total Imp(%)= 50.00 Dir. Conn.(3)= 35.00 IMPERVIOUS PERVIOUS (l) Surface Area (ha)= 1.04 1.04 Dep. Storage (mm)= 1.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 118.04 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 155.69 163.68 5.00 10.00 2.36 (ii) 8.16 (ii) 5.00 10.00 0.30 0.13 PEAK FLOW (cms)= 0.32 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 126.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.99 0.37 12.08 86.80 127.20 0.68 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.686 (iii) 12.08 100.59 127.20 0.79 IADD HYD ( 56515)= 3 1 ID1= 1 ( 56123): + ID2= 2 ( 56510): AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 2.09 0.686 12.08 100.59 34.15 3.113 12.67 69.26 ID = 3 ( 56515): 36.24 3.207 12.58 71.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. RUNOFF VOLUME (mm)= 126.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.99 86.80 127.20 0.68 WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 100.59 127.20 0.79 1 ADD HYD ( 56911) 1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. mm ID1= 1 ( 56118): 1.68 0.553) 12.08cms rs) 100.59) + ID2= 2 ( 56509): 36.24 3.103 12.75 71.06 ID = 3 ( 56911): 37.92 3.156 12.75 72.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56911)1 1 3 + 2 = 1 I AREA PEAK TPEAK R.V. ID1= 3 ( 56911): 37.92 3.156) 12.75) 72.37) + ID2= 2 ( 56912): 40.67 3.056 12.08 71.20 ID = 1 ( 56911): 78.59 4.809 12.58 71.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. I ROUTE CHN( 56502)1 I IN= 2---> OUT= 1 I Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0300 Main Channel 3.00 0.50 0.0300 Main Channel 6.00 2.00 0.0300 Main Channel < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 0.58 .623E+01 0.0 0.58 14.49 0.16 0.66 .249E+02 0.0 0.91 9.13 0.24 0.74 .561E+02 0.1 1.20 6.97 0.32 0.82 .997E+02 0.3 1.45 5.75 0.39 0.89 .156E+03 0.5 1.68 4.96 0.47 0.97 .224E+03 0.9 1.90 4.39 0.55 1.05 .305E+03 1.3 2.10 3.96 0.63 1.13 .399E+03 1.8 2.30 3.62 0.71 1.21 .505E+03 2.5 2.49 3.35 0.79 1.29 .623E+03 3.3 2.67 3.12 0.87 1.37 .754E+03 4.3 2.84 2.93 0.95 1.45 .898E+03 5.4 3.01 2.76 1.03 1.53 .105E+04 6.7 3.18 2.62 1.11 1.61 .122E+04 8.2 3.34 2.49 1.18 1.68 .140E+04 9.8 1.26 1.76 .160E+04 11.7 1.34 1.84 .180E+04 13.7 1.42 1.92 .202E+04 16.0 1.50 2.00 .225E+04 18.4 3.50 2.38 3.65 2.28 3.80 2.19 3.95 2.11 4.10 2.03 <---- hydrograph ----> <-pipe / channel-> AREA WEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56911) 78.59 4.81 12.58 71.76 0.90 2.92 OUTFLOW: ID= 1 ( 56502) 78.59 4.81 12.67 71.76 0.90 2.92 CALIB NASHYD ( 56116)1 Area (ha)= 23.31 Curve Number (CN)= 65.0 ID= 1 DT= 5.0 min I Ia (mm)= 9.60 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.74 Unit Hyd Qpeak (cms)= 1.203 PEAK FLOW (cms)- 1.275 (i) TIME TO PEAK (hrs)= 12.750 RUNOFF VOLUME (mm)= 54.368 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.427 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 56117) Area (ha)= 50.05 Curve Number (CN)= 74.0 ID= 1 DT= 5.0 min 1 Ia (mm)= 8.88 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.68 Unit Hyd Qpeak (cms)- 2.811 PEAK FLOW (cms)- 3.698 (i) TIME TO PEAK (hrs)= 12.667 RUNOFF VOLUME (mm)= 67.446 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.530 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 56507)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 7.91 218.58 0.0450 9.07 218.37 0.0300 /0.0300 Main channel 10.93 217.44 0.0300 Main channel 11.49 217.16 0.0300 Main Channel 11.63 217.09 0.0300 Main Channel 11.82 216.99 0.0300 Main channel 12.45 216.98 0.0300 Main Channel 12.51 216.99 0.0300 Main Channel 13.08 217.05 0.0300 Main Channel PEAK FLOW (cms)- 1.205 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 69.843 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.549 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB NASHYD ( 56114)1 Area (ha)= 43.20 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min Ia (mm)= 5.93 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.40 Unit Hyd Qpeak (cms)= 4.125 PEAK FLOW (cms)= 5.333 (i) TIME TO PEAK (hrs)= 12.333 RUNOFF VOLUME (mm)= 76.224 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.599 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. SHIFT HYD( 56701)1 IN= 2---> OUT= 1 SHIFT= 79.2 min 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID= 2 ( 56114): 43.20 5.33 12.33 76.22 SHIFT ID= 1 ( 56701): 43.20 5.33 13.58 76.22 1 ADD HYD ( 56909)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. ID1= 1 ( 56115): 12.53 (cms)205 12.50 69.84) + ID2= 2 ( 56701): 43.20 5.333 13.58 76.22 -------------------------------- ID = 3 ( 56909): 55.73 5.695 13.58 74.79 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56908)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56801): 23.24 5.950 13.33 67.83 + ID2= 2 ( 56909): 55.73 5.695 13.58 74.79 ID = 3 ( 56908): 78.97 10.251 13.42 72.74 13.37 217.23 0.0300 Main Channel 13.48 217.25 0.0300 Main Channel 13.51 217.26 0.0300 Main Channel 15.95 218.40 0.0300 Main Channel 16.27 218.50 0.0300 /0.0450 Main Channel 17.44 218.44 0.0450 17.58 218.44 0.0450 19.40 218.39 0.0450 19.42 218.40 0.0450 20.00 218.42 0.0450 20.68 218.50 0.0450 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.08 217.06 .427E+0.) 2 0.0 0.53 18.20 0.15 217.13 .109E+03 0.2 0.86 11.12 0.23 217.21 .188E+03 0.4 1.11 8.66 0.30 217.29 .282E+03 0.6 1.28 7.48 0.38 217.36 .391E+03 1.0 1.46 6.58 0.45 217.44 .513E+03 1.4 1.62 5.93 0.54 217.52 .660E+03 2.1 1.82 5.26 0.62 217.60 .823E+03 2.9 2.00 4.79 0.70 217.68 .100E+04 3.8 2.16 4.44 0.78 217.76 .120E+04 4.8 2.30 4.16 0.86 217.85 .141E+04 6.0 2.44 3.93 0.95 217.93 .163E+04 7.3 2.57 3.73 1.03 218.01 .188E+04 8.8 2.69 3.56 1.11 218.09 .213E+04 10.4 2.81 3.41 1.19 218.17 .241E+04 12.2 2.92 3.28 1.27 218.25 .270E+04 14.2 3.03 3.16 1.35 218.34 .300E+04 16.4 3.13 3.06 1.44 218.42 .334E+04 18.8 3.23 2.97 1.52 218.50 .384E+04 21.4 3.20 2.99 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56117) 50.05 3.70 12.67 67.45 0.69 2.15 OUTFLOW: ID= 1 ( 56507) 50.05 3.69 12.75 67.45 0.69 2.14 1 ADD HYD ( 56910)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 56116): 23.31 1.275) 12.75) 54.37) + ID2= 2 ( 56507): 50.05 3.685 12.75 67.45 ID = 3 ( 56910): 73.36 4.960 12.75 63.29 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 NASHYD ( 56115) Area (ha)= 12.53 Curve Number (CN)= 76.0 SID= 1 DT= 5.0 min Ia (mm)= 9.68 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.50 Unit Hyd Qpeak (cms)- 0.957 Distance Elevation Manning 0.00 2.00 0.0800 8.00 1.50 0.0800 /0.5000 11.25 0.50 0.5000 Main Channel 11.75 0.50 0.5000 Main Channel 15.00 1.50 0.5000 /0.0800 Main Channel 23.00 2.00 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 0.58 .119E+02 0.0 0.08 43.46 0.16 0.66 .320E+02 0.0 0.14 23.92 0.24 0.74 .601E+02 0.1 0.20 16.93 0.32 0.82 .964E+02 0.1 0.25 13.32 0.39 0.89 .141E+03 0.2 0.30 11.10 0.47 0.97 .193E+03 0.3 0.35 9.59 0.55 1.05 .254E+03 0.5 0.39 8.49 0.63 1.13 .322E+03 0.7 0.44 7.65 0.71 1.21 .399E+03 1.0 0.48 6.99 0.79 1.29 .484E+03 1.3 0.52 6.45 0.87 1.37 .577E+03 1.6 0.56 6.00 0.95 1.45 .678E+03 2.0 0.59 5.63 1.03 1.53 .789E+03 2.5 0.64 5.23 1.11 1.61 .933E+03 3.2 0.69 4.85 1.18 1.68 .112E+04 4.1 0.73 4.57 1.26 1.76 .134E+04 5.2 0.77 4.32 1.34 1.84 .160E+04 6.5 0.81 4.09 1.42 1.92 .191E+04 8.2 0.86 3.88 1.50 2.00 .225E+04 10.2 0.91 3.67 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56908) 78.97 10.25 13.42 72.74 1.48 0.90 OUTFLOW: ID= 1 ( 56506) 78.97 10.02 13.50 72.74 1.49 0.90 I ADD HYD ( 56907)1 1 1+ 2= 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56506): 78.97 10.023 13.50 72.74 + ID2= 2 ( 56910): 73.36 4.960 12.75 63.29 ID = 3 ( 56907): 152.33 13.164 13.50 68.19 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 56505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 56506)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 DATA FOR SECTION ( 1.1) > < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 218.60 0.0450 7.91 218.58 0.0450 /0.0300 Main Channel 10.93 217.44 0.0300 Main Channel 11.49 217.16 0.0300 Main Channel 11.63 217.09 0.0300 Main Channel < 11.82 216.99 0.0300 Main Channel 12.45 216.98 0.0300 Main channel 12.51 216.99 0.0300 Main Channel 13.08 217.05 0.0300 Main Channel 13.37 217.23 0.0300 Main channel 13.48 217.25 0.0300 Main channel 13.51 217.26 0.0300 Main Channel 15.95 218.40 0.0300 Main channel 16.27 218.50 0.0300 /0.0450 Main channel 17.44 218.44 0.0450 17.58 218.44 0.0450 19.40 218.39 0.0450 19.42 218.40 0.0450 20.00 218.42 0.0450 20.68 218.50 0.0450 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.08 217.06 .156E+02 0.1 0.88 3.96 0.15 217.13 .401E+02 0.3 1.44 2.42 0.23 217.21 .690E+02 0.6 1.85 1.89 0.30 217.29 .103E+03 1.1 2.15 1.63 0.38 217.36 .143E+03 1.7 2.44 1.43 0.46 217.44 .188E+03 2.4 2.71 1.29 0.53 217.51 .238E+03 3.3 2.93 1.19 0.61 217.59 .294E+03 4.4 3.15 1.11 0.68 217.67 .356E+03 5.7 3.35 1.04 0.76 217.74 .423E+03 7.2 3.55 0.98 0.84 217.82 .497E+03 8.9 3.75 0.93 0.91 217.89 .576E+03 10.8 3.94 0.89 0.99 217.97 .661E+03 13.0 4.12 0.85 1.06 218.05 .752E+03 15.4 4.30 0.81 1.14 218.12 .849E+03 18.1 4.48 0.78 1.22 218.20 .951E+03 21.1 4.65 0.75 1.29 218.27 .106E+04 24.3 4.82 0.73 1.37 218.35 .117E+04 27.9 4.99 0.70 1.44 218.43 .130E+04 31.7 5.12 0.68 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56907) 152.33 13.16 13.50 68.19 0.99 4.14 OUTFLOW: ID= 1 ( 56505) 152.33 13.18 13.50 68.19 0.99 4.14 CALIB NASHYD ( 56113) Area (ha)= 5.26 curve Number (cN)= 56.0 ID= 1 DT= 5.0 min Ia (mm)= 6.63 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.56 Unit Hyd Qpeak (cms)- 0.359 PEAK FLOW (cms)= 0.287 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 45.407 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.357 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. IADD HYD ( 56905)1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56111): 16.01 3.717 12.08 82.34 + ID2= 2 ( 56112): 8.13 0.541 12.58 56.90 ID = 3 ( 56905): 24.14 3.949 12.08 73.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ADD HYD ( 56905)1 3 + 2 = 1 I AREA QPEAK TPEAK R.V. mm ID1= 3 ( 56905): 24.14 949) 12.08cms rs) 73.77) + ID2= 2 ( 56906): 157.59 13.307 13.50 67.43 ID = 1 ( 56905): 181.73 13.817 13.50 68.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. IROUTE CHN( 56504)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0800 8.00 1.50 0.0800 /0.0300 Main Channel 11.00 0.00 0.0300 /0.0300 Main Channel 12.00 0.00 0.0300 Main channel 15.00 1.50 0.0300 /0.0800 Main channel 23.00 2.00 0.0800 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.11 0.11 .255E+02 0.2 1.85 1.80 0.21 0.21 .598E+02 0.8 2.73 1.22 0.32 0.32 .103E+03 1.7 3.39 0.98 0.42 0.42 .155E+03 3.1 3.95 0.84 0.53 0.53 .216E+03 4.8 4.44 0.75 0.63 0.63 .286E+03 7.0 4.89 0.68 0.74 0.74 .365E+03 9.7 5.31 0.63 0.84 0.84 .452E+03 12.9 5.71 0.58 0.95 0.95 .548E+03 16.7 6.09 0.55 1.05 1.05 .654E+03 21.1 6.45 0.52 1.16 1.16 .768E+03 26.1 6.80 0.49 1.26 1.26 .891E+03 31.8 7.14 0.47 1.37 1.37 .102E+04 38.2 7.48 0.45 1.47 1.47 .116E+04 45.4 7.80 0.43 1.58 1.58 .133E+04 54.7 8.23 0.41 1.68 1.68 .157E+04 65.6 8.38 0.40 1.79 1.79 .187E+04 77.8 8.31 0.40 1.89 1.89 .225E+04 91.5 8.13 0.41 2.00 2.00 .270E+04 106.7 7.91 0.42 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56905) 181.73 13.82 13.50 68.27 0.87 5.79 OUTFLOW: ID= 1 ( 56504) 181.73 13.86 13.50 68.27 0.87 5.80 I ADD HYD ( 56906)1 I 1+ 2= 3 I AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 56113): 5.26 0.287) 12.58) 45.41) + ID2= 2 ( 56505): 152.33 13.181 13.50 68.19 ID = 3 ( 56906): 157.59 13.307 13.50 67.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB NASHYD ( 56112) Area (ha)= 8.13 curve Number (CN)= 65.0 IID= 1 DT= 5.0 min Ia (mm)= 6.06 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.60 Unit Hyd Qpeak (cms)= 0.518 PEAK FLOW (cms)= 0.541 (i) TIME TO PEAK (hrs)= 12.583 RUNOFF VOLUME (mm)= 56.898 TOTAL RAINFALL (mml)= 127.200 RUNOFF COEFFICIENT = 0.447 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 CALIB STANDHYD ( 56111) Area (ha)= 16.01 ID= 1 DT= 5.0 min Total Imp(%)= 50.00 Dir. Conn.(%)= 35.00 ** IMPERVIOUS PERVIOUS Surface Area (ha)= 8.01 8.01 Dep. Storage (mm)= 1.00 5.00 Average Slope (%)= 1.00 2.00 Length (m)= 326.70 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= (i) 155.69 111.74 5.00 15.00 4.35 (ii) 11.11 (ii) 5.00 15.00 0.23 0.09 PEAK FLOW (cms)- 2.36 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 126.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.99 1.57 12.17 58.72 127.20 0.46 WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 59.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.717 (iii) 12.08 82.34 127.20 0.65 I CALIB I STANDHYD ( 56110) Area (ha)= 9.08 110= 1 DT= 5.0 min Total Imp(%)= 23.00 Dir. Conn.(%)= 18.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.09 6.99 Dep. Storage (mm)= 2.00 5.31 Average slope (%)= 1.00 2.00 Length (m)= 246.04. 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- 155.69 123.39 5.00 15.00 3.67 (ii) 10.16 (ii) 5.00 15.00 0.25 0.10 PEAK FLOW (cms)= 0.70 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 1.60 12.17 78.83 127,20 0.62 •- * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 78.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 2.115 (iii) 12.08 87.17 127.20 0.69 I ADD HYD ( 56904)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) (cms rs mm ID1= 1 ( 56110): 9.08 2.115) 12.08) 87.17) + 102= 2 ( 56504): 181.73 13.859 13.50 68.27 ID = 3 ( 56904): 190.81 14.016 13.50 69.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 56503)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) Distance Elevation Manning 0.00 2.00 8.00 1.50 11.00 0.00 12.00 0.00 15.00 1.50 23.00 2.00 0.0800 0.0800 /0.0300 Main Channel 0.0300 /0.0300 Main Channel 0.0300 Main Channel 0.0300 /0.0800 Main Channel 0.0800 < TRAVEL TIME TABLE > (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.11 0.11 .510E+02 0.1 0.61 10.96 0.21 0.21 .120E+03 0.3 0.90 7.43 0.32 0.32 .206E+03 0.6 1.11 5.98 0.42 0.42 .310E+03 1.0 1.30 5.14 0.53 0.53 .432E+03 1.6 1.46 4.57 0.63 0.63 .572E+03 2.3 1.61 4.15 0.74 0.74 .729E+03 3.2 1.74 3.82 0.84 0.84 .904E+03 4.2 1.88 3.55 0.95 0.95 .110E+04 5.5 2.00 3.33 1.05 1.05 .131E+04 6.9 2.12 3.14 1.16 1.16 .154E+04 8.6 2.24 2.98 1.26 1.26 .178E+04 10.5 2.35 2.84 1.37 1.37 .205E+04 12.6 2.46 2.71 1.47 1.47 .233E+04 14.9 2.56 2.60 1.58 1.58 .266E+04 18.0 2.71 2.46 1.68 1.68 .313E+04 21.6 2.76 2.42 1.79 1.79 .375E+04 25.6 2.73 2.44 1.89 1.89 .450E+04 30.1 2.67 2.50 2.00 2.00 .540E+04 35.1 2.60 2.56 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 56904) 190.81 14.02 13.50 69.17 1.43 2.52 OUTFLOW: ID= 1 ( 56503) 190.81 14.02 13.50 69.17 1.43 2.52 STLIB 1 ANDHYD ( 56109)1 Area (ha)= 4.38 ID= 1 DT= 5.0 min 1 Total Imp(%)= 25.00 Dir. conn.(%)= 20.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.10 3.29 Dep. Storage (mm)= 2.00 6.76 Average Slope (%)= 1.00 2.00 Length (m)= 170.88 40.00 Mannings n = 0.013 0.250 Max.Eff.inten.(mm/hr)= over (min) storage coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 110.71 5.00 10.00 2.95 (ii) 9.73 (ii) 5.00 10.00 0.28 0.11 0.38 12.08 125.20 127.20 0.98 0.72 12.08 69.91 127.20 0.55 * WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ***** WARNING:FOR AREAS WITH IMPERVIOUS RATIOS BELOW 20% YOU SHOULD CONSIDER SPLITTING THE AREA. (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 73.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. *TOTALS* 1.094 (iii) 12.08 80.97 127.20 0.64 0.58 .115E+03 INFLOW : ID= 2 ( 56106) OUTFLOW: ID= 1 ( 56601) 0.6 2.13 3.41 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 8.33 0.56 12.50 51.32 0.48 2.42 8.33 0.56 12.50 51.32 0.47 2.42 CALIB NASHYD ( 56108) Area (ha)= 6.80 curve Number (cN)= 84.0 ID= 1 DT= 5.0 min Ia (mm)= 4.27 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.05 Unit Hyd Qpeak (cms)= 5.195 PEAK FLOW (cms)= 1.875 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 67.304 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.529 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 56107) Area (ha)= 12.60 ID= 1 DT= 5.0 min 1 Total Imp( %)- 51.40 Dir. Conn.(%)- 36.00 IMPERVIOUS PERVIOUS (i) surface Area (ha)= 6.48 6.12 Dep. Storage (mm)= 1.00 5.00 Average slope (%0= 1.00 2.00 Length (m)= 289.83 40.00 Mannings n = 0.013 0.250 Max.Eff.inten.(mm/hr)= over (min) Storage Coeff. (min) - unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 166.40 5.00 10.00 4.05 (ii) 9.81 (ii) 5.00 10.00 0.24 0.11 1.92 12.08 126.20 127.20 0.99 2.06 12.08 87.18 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 3.981 (iii) 12.08 101.23 127.20 0.80 1 ADD HYD ( 56903)1 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 56109): 4.38 1.094 12.08 80.97 + ID2= 2 ( 56503): 190.81 14.019 13.50 69.17 ID = 3 ( 56903): 195.19 14.089 13.50 69.43 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 CALIB INASHYD ( 56106) Area (ha)= 8.33 Curve Number (CN)- 61.0 ID= 1 DT= 5.0 min Ia (mm)= 6.70 # of Linear Res.(N)=. 3.00 U.H. Tp(hrs)= 0.50 unit Hyd Qpeak (cms)= 0.636 PEAK FLOW (cms)- 0.565 (i) TIME TO PEAK (hrs)= 12.500 RUNOFF VOLUME (mm)= 51.325 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.403 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTEPIPE( 56601)1 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 PIPE Number = 1.00 Diameter (mm)= 525.00 Length (m)= 435.00 Slope (m/m)= 0.010 Manning n = 0.013 *** WARNING: MINIMUM PIPE SIZE REQUIRED = 581.41 (mm)FOR FREE FLOW. THIS SIZE WAS USED IN THE ROUTING. THE CAPACITY OF THIS PIPE = 0.56 (cms) < TRAVEL TIME TABLE > DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (cu.m.) (cms) (m/s) min 0.03 .233E+01 0.0 0.57 12.83 0.06 .648E+01 0.0 0.88 8.22 0.09 .117E+02 0.0 1.13 6.39 0.12 .177E+02 0.1 1.35 5.37 0.15 .243E+02 0.1 1.54 4.72 0.18 .313E+02 0.1 1.70 4.27 0.21 .386E+02 0.2 1.84 3.94 0.24 .462E+02 0.2 1.97 3.68 0.28 .539E+02 0.3 2.08 3.49 0.31 .616E+02 0.3 2.17 3.34 0.34 .693E+02 0.4 2.25 3.22 0.37 .769E+02 0.4 2.32 3.13 0.40 .842E+02 0.5 2.37 3.06 0.43 .912E+02 0.5 2.41 3.01 0.46 .978E+02 0.5 2.42 2.99 0.49 .104E+03 0.6 2.42 2.99 0.52 .109E+03 0.6 2.40 3.02 0.55 .113E+03 0.6 2.33 3.11 ID1= 1 ( 56107): + 102= 2 ( 56108): (ha) (cms) (hrs) (mm) 12.60 3.981 12.08 101.23 6.80 1.875 12.08 67.30 ID = 3 ( 56902): 19.40 5.856 12.08 89.34 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56902)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. a cms rs mm ID1= 3 ( 56902): 19.40 5.856) 12.08) 89.34) + 1D2= 2 ( 56502): 78.59 4.812 12.67 71.76 ---------------------------------------------------- ID = 1 ( 56902): 97.99 10.207 12.08 75.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56902) 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 1D1= 1 ( 56902): 97.99 10.207 12.08 75.24 + 1D2= 2 ( 56601): 8.33 0.562 12.50 51.32 ID = 3 ( 56902): 106.32 10.430 12.08 73.37 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56902)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. ID1= 3 ( 56902): 106.32 10.430) 12.08) 73.37) + ID2= 2 ( 56903): 195.19 14.089 13.50 69.43 ID = 1 ( 56902): 301.51 18.873 12.08 70.82 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 RESERVOIR( 56401)1 OVERFLOW IS OFF 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 OUTFLOW STORAGE (cms) (ha.m.) 0.0000 0.0000 0.0097 0.1514 0.0352 0.3136 0.0764 0.4704 0.0986 0.6450 0.1547 0.8227 0.3283 1.0032 0.5673 1.1874 0.8560 1.3764 1.1868 1.5970 OUTFLOW STORAGE (cms) (ha.m.) 1.5548 2.1418 2.3891 2.7229 3.3385 3.3774 4.3895 4.0939 6.2563 4.4584 9.4278 4.8260 13.3396 5.1975 17.9440 5.5730 23.5277 5.9520 30.0037 6.3328 1 ADD HYD ( 56902)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. INFLOW : ID= 2 ( 56902) OUTFLOW: ID= 1 ( 56401) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 301.510 18.873 12.08 70.82 301.510 15.704 13.67 70.77 PEAK FLOW REDUCTION [Qout/Qin](%)= 83.21 TIME SHIFT OF PEAK FLOW (min)= 95.00 MAXIMUM STORAGE USED (ha.m.)= 5.4173 CALIB NASHYD ( 56105) Area (ha)= ID= 1 DT= 5.0 min Ia (mm)= U.H. Tp(hrs)= Unit Hyd Qpeak (cms)= 1.447 PEAK FLOW (cms)= 0.878 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 71.787 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.564 3.03 Curve Number (CN)= 78.0 6.09 # of Linear Res.(N)= 3.00 0.08 (1) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ROUTE CHN( 56501)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.0800 8.00 1.50 0.0800 /0.5000 11.25 0.50 0.5000 11.75 0.50 0.5000 15.00 1.50 0.5000 /0.0800 23.00 2.00 0.0800 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY (m) (m) (cu.m.) (cms) (m/s) 0.08 0.58 .164E+02 0.0 0.08 0.16 0.66 .440E+02 0.0 0.15 0.24 0.74 .827E+02 0.1 0.21 0.32 0.82 .133E+03 0.1 0.26 0.39 0.89 .194E+03 0.2 0.31 0.47 0.97 .266E+03 0.4 0.36 0.55 1.05 .349E+03 0.5 0.41 0.63 1.13 .443E+03 0.7 0.45 0.71 1.21 .549E+03 1.0 0.50 0.79 1.29 .666E+03 1.3 0.54 0.87 1.37 .793E+03 1.7 0.58 0.95 1.45 .932E+03 2.1 0.62 1.03 1.53 .108E+04 2.6 0.66 1.11 1.61 .128E+04 3.3 0.72 1.18 1.68 .154E+04 4.2 0.76 1.26 1.76 .184E+04 5.4 0.80 1.34 1.84 .220E+04 6.8 0.85 1.42 1.92 .262E+04 8.5 0.90 1.50 2.00 .309E+04 10.7 0.95 Main Channel Main Channel Main Channel INFLOW : ID= 2 ( 56105) OUTFLOW: ID= 1 ( 56501) <---- hydrograph ----> AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 3.03 0.88 12.08 71.79 3.03 0.61 12.17 71.69 TRAV.TIME (min) 57.32 31.54 22.33 17.56 14.64 12.65 11.20 10.10 9.22 8.51 7.92 7.42 6.89 6.39 6.03 5.70 5.40 5.11 4.84 <-pipe / channel-> MAX DEPTH MAX VEL (m) (m/s) 0.68 0.48 0.59 0.43 CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB STANDHYD ( 56102) Area ID= 1 DT= 5.0 min Total Surface Area Dep. Storage Average Slope Length Mannings n (ha)= (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = (ha)= 0.38 Imp(%)= 28.00 Dir. Conn.(%)= 22.00 IMPERVIOUS 0.11 2.00 1.00 50.33 0.013 155.69 5.00 1.42 5.00 0.33 0.04 12.08 125.20 127.20 0.98 PERVIOUS (1) 0.27 6.57 2.00 40.00 0.250 99.48 10.00 (ii) 8.49 (ii) 10.00 0.12 0.06 12.08 62.01 127.20 0.49 ***** WARNING: STORAGE COEFF. I5 SMALLER THAN TIME STEP! (1) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 67.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.092 (iii) 12.08 75.90 127.20 0.60 CALIB STANDHYD ( 56104) ID= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Area (ha)= 0.42 Total Imp(%)= 48.00 (ha) - (mm)= (m)= Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (m) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = Dir. Conn.(%)= 37.00 IMPERVIOUS PERVIOUS (i) 0.20 0.22 2.00 8.36 1.00 2.00 52.92 40.00 0.013 0.250 155.69 5.00 1.46 5.00 0.33 0.07 12.08 125.20 127.20 0.98 (ii) 90.87 10.00 8.79 (ii) 10.00 0.12 0.04 12.08 50.78 127.20 0.40 *TOTALS* 0.107 (iii) 12.08 78.30 127.20 0.62 1 CALIB 1 STANDHYD ( 56101) Area (ha)= 2.49 1ID= 1 DT= 5.0 min Total Imp(%)= 58.60 IMPERVIOUS Surface Area (ha)= 1.46 Dep. Storage (mm)= 1.00 Average slope (%)= 1.00 Length (m)= 128.84. Mannings n = 0.013 Max.Eff.Inten.(mm/hr)= 155.69 over (min) 5.00 Storage Coeff. (min)= 2.49 Unit Hyd. Tpeak (min)= 5.00 Unit Hyd. peak (cms)- 0.29 PEAK FLOW (cms)= 0.46 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 126.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.99 Dir. Conn.(%)= 43.00 PERVIOUS (i) 1.03 5.00 2.00 40.00 0.250 176.08 10.00 (ii) 8.12 (ii) 10.00 0.13 0.39 12.08 88.46 127.20 0.70 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 79.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.856 (iii) 12.08 104.69 127.20 0.82 1 CALIB 1 STANDHYD ( 56103) Area (ha)= 3.26 11D= 1 DT= 5.0 min Surface Area Dep. Storage Average Slope Length Mannings n Total Imp(%)= 56.40 Dir. Conn.(%)= 40.30 (ha)= (mm)= (%)- (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (m) - RUNOFF COEFFICIENT = IMPERVIOUS 1.84 1.00 1.00 147.42 0.013 155.69 5.00 2.70 5.00 0.29 0.57 12.08 126.20 127.20 0.99 PERVIOUS (i) 1.42 5.00 2.00 40.00 0.250 174.86 10.00 (ii) 8.35 (ii) 10.00 0.12 0.53 12.08 88.30 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: *TOTALS* 1.101 (iii) 12.08 103.57 127.20 0.81 (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 56.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 56901)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 56101): 2.49 0.856) 12.08cms rs) 104.69) + ID2= 2 ( 56102): 0.38 0.092 12.08 75.90 ID = 3 ( 56901): 2.87 0.949 12.08 100.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56901)1 1 3 + 2 = 1 ID1= 3 ( 56901): + 102= 2 ( 56103): AREA (ha) 2.87 3.26 QPEAK TPEAK R.V. (cms) (hrs) (mm) 0.949 12.08 100.88 1.101 12.08 103.57 ID = 1 ( 56901): 6.13 2.050 12.08 102.31 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56901)1 1 1 + 2 = 3 ID1= 1 ( 56901): + ID2= 2 ( 56104): AREA (ha) 6.13 0.42 QPEAK TPEAK R.V. (cms) (hrs) (mm) 2.050 12.08 102.31 0.107 12.08 78.30 ID = 3 ( 56901): 6.55 2.156 12.08 100.77 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD 2 HYD ( 56901)1 ID1= 3 ( 56901): + ID2= 2 ( 56401): AREA QPEAK TPEAK R,V. (ha) (cms) (hrs) (mm) 6.55 2.156 12.08 100.77 301.51 15.704 13.67 70.77 ID = 1 ( 56901): 308.06 15.815 13.58 71.40 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 56901)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. a) (cms rsID1= 1 ( 56901): 308.06 15.815) 13.58) 71.40 + ID2= 2 ( 56501): 3.03 0.611 12.17 71.69 ---------------------------------------------------- ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! ID = 3 ( 56901): 311.09 15.865 13.58 71.41 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 Junction Command(1802) 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 8( 1592) 132.15 23.06 12.50 76.98 OUTFLOW: ID= 2( 1802) 132.15 23.06 12.50 76.98 CALIB NASHYD ( 7113)1 Area (ha)= 37.52 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min I Ia (mm)= 7.79 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.44 Unit Hyd Qpeak (cms)= 2.219 PEAK FLOW (cms)= 3.137 (i) TIME TO PEAK (hrs)= 12.417 RUNOFF VOLUME (mm)= 74.409 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.585 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. CALIB I NASHYD ( 7114) Area (ha)= 40.75 Curve Number (CN)= 78.0 ID= 1 DT= 5.0 min Ia (mm)= 8.99 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.26 Unit Hyd Qpeak (cms)= 3.992 PEAK FLOW (cms)= 4.892 (i) TIME TO PEAK (hrs)= 12.250 RUNOFF VOLUME (mm)= 72.999 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.574 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 7509)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 34.49 235.43 0.0600 36.12 235.13 0.0600 67.33 234.38 0.0600 69.61 234.22 0.0600 71.50 233.24 0.0600 71.62 233.22 0.0600 /0.0450 Main channel 75.52 231.80 0.0450 Main Channel 75.82 231.80 0.0450 Main Channel 79.72 233.10 0.0450 /0.0600 Main channel 71.50 71.62 75.52 75.82 79.72 83.25 92.28 92.82 93.96 94.94 95.41 96.01 97.75 99.12 233.24 233.22 231.80 231.80 233.10 233.78 233.66 233.61 233.47 233.47 233.43 233.42 233.24 233.19 0.0600 0.0600 /0.0450 Main channel 0.0450 Main Channel 0.0450 Main Channel 0.0450 /0.0600 Main channel 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 231.87 .422E+01 0.0 0.40 4.77 0.14 231.94 .119E+02 0.1 0.59 3.27 0.22 232.02 .230E+02 0.1 0.74 2.60 0.29 232.09 .376E+02 0.3 0.87 2.20 0.36 232.16 .556E+02 0.5 1.00 1.93 0.43 232.23 .771E+02 0.7 1.11 1.73 0.51 232.31 .102E+03 1.1 1.22 1.57 0.58 232.38 .130E+03 1.5 1.33 1.45 0.65 232.45 .162E+03 2.0 1.43 1.35 0.72 232.52 .197E+03 2.6 1.52 1.26 0.79 232.59 .236E+03 3.3 1.62 1.19 0.87 232.67 .278E+03 4.1 1.71 1.12 0.94 232.74 .324E+03 5.1 1.80 1.07 1.01 232.81 .373E+03 6.1 1.88 1.02 1.08 232.88 .426E+03 7.3 1.97 0.98 1.16 232.96 .481E+03 8.6 2.05 0.94 1.23 233.03 .541E+03 10.0 2.13 0.90 1.30 233.10 .604E+03 11.6 2.21 0.87 1.39 233.19 .685E+03 13.9 2.35 0.82 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7909) 78.27 7.84 12.25 73.68 1.12 2.00 OUTFLOW: ID= 1 ( 7508) 78.27 7.86 12.25 73.68 1.12 2.00 CALIB NASHYD ( 7112) Area (ha)= 4.96 Curve Number (CN)= 86.0 ID= 1 DT= 5.0 min Ia (mm)= 4.89 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.16 Unit Hyd Qpeak (cms)= 0.825 PEAK FLOW (cms)= 1.077 (i) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 89.265 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.702 83.25 233.78 0.0600 92.28 233.66 0.0600 92.82 233.61 0.0600 93.96 233.47 0.0600 94.94 233.47 0.0600 95.41 233.43 0.0600 96.01 233.42 0.0600 97.75 233.24 0.0600 99.12 233.19 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m (cms) (m/s) (min) 0.07 231.87 .747E+0.) 1 0.0 0.91 3.74 0.14 231.94 .210E+02 0.1 1.33 2.56 0.22 232.02 .407E+02 0.3 1.67 2.03 0.29 232.09 .665E+02 0.6 1.98 1.72 0.36 232.16 .984E+02 1.1 2.25 1.51 0.43 232.23 .136E+03 1.7 2.52 1.35 0.51 232.31 .180E+03 2.4 2.76 1.23 0.58 232.38 .231E+03 3.4 3.00 1.13 0.65 232.45 .287E+03 4.5 3.23 1.05 0.72 232.52 .349E+03 5.9 3.44 0.99 0.79 232.59 .418E+03 7.5 3.66 0.93 0.87 232.67 .493E+03 9.3 3.86 0.88 0.94 232.74 .573E+03 11.4 4.06 0.84 1.01 232.81 .660E+03 13.8 4.26 0.80 1.08 232.88 .753E+03 16.4 4.45 0.76 1.16 232.96 .852E+03 19.4 4.64 0.73 1.23 233.03 .957E+03 22.6 4.82 0.71 1.30 233.10 .107E+04 26.2 5.00 0.68 1.39 233.19 .121E+04 31.5 5.30 0.64 INFLOW : ID= 2 OUTFLOW: ID= 1 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) 7114) 40.75 4.89 12.25 73.00 0.67 3.28 7509) 40.75 4.90 12.25 73.00 0.67 3.28 1 ADD HYD ( 7909) 1 1 + 2 = 3 AREA QPEAK TPEAK R.V. ID1= 1 ( 7113): 37.52 3.137) 12.42) 74.41) + ID2= 2 ( 7509): 40.75 4.898 12.25 73.00 ID = 3 ( 7909): 78.27 7.845 12.25 73.68 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 7508)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 34.49 235.43 0.0600 36.12 235.13 0.0600 67.33 234.38 0.0600 69.61 234.22 0.0600 1 ADD HYD ( 7908)1I 1 1+ 2= 3 AREA QPEAK TPEAK R.V. a) mm ID1= 1 ( 7112): 4.96 1.077) 12.08cms rs) 89.26) + ID2= 2 ( 7508): 78.27 7.856 12.25 73.68 ---------------------------------------------------- ID = 3 ( 7908): 83.23 8.725 12.25 74.60 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 7507)1I IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 34.49 235.43 0.0600 36.12 235.13 0.0600 67.33 234.38 0.0600 69.61 234.22 0.0600 71.50 233.24 0.0600 71.62 233.22 0.0600 /0.0450 Main Channel 75.52 231.80 0.0450 Main Channel 75.82 231.80 0.0450 Main Channel 79.72 233.10 0.0450 /0.0600 Main Channel 83.25 233.78 0.0600 92.28 233.66 0.0600 92.82 233.61 0.0600 93.96 233.47 0.0600 94.94 233.47 0.0600 95.41 233.43 0.0600 96.01 233.42 0.0600 97.75 233.24 0.0600 99.12 233.19 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.07 231.87 .350E+01 0.0 0.47 3.36 0.14 231.94 .987E+01 0.1 0.69 2.30 0.22 232.02 .191E+02 0.2 0.87 1.83 0.29 232.09 .312E+02 0.3 1.03 1.55 0.36 232.16 .461E+02 0.6 1.18 1.36 0.43 232.23 .639E+02 0.9 1.31 1.22 0.51 232.31 .846E+02 1.3 1.44 1.11 0.58 232.38 .108E+03 1.8 1.56 1.02 0.65 232.45 .135E+03 2.4 1.68 0.95 0.72 232.52 .164E+03 3.1 1.80 0.89 0.79 232.59 .196E+03 3.9 1.91 0.84 0.87 232.67 .231E+03 4.9 2.01 0.79 0.94 232.74 .269E+03 6.0 2.12 0.75 1.01 232.81 .309E+03 7.2 2.22 0.72 1.08 232.88 .353E+03 8.6 2.32 0.69 1.16 232.96 .399E+03 10.1 2.42 0.66 1.23 233.03 .449E+03 11.8 2.51 0.63 1.30 233.10 .501E+03 13.7 2.61 0.61 1.39 233.19 .568E+03 16.4 2.76 0.58 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7908) 83.23 8.73 12.25 74.60 1.09 2.33 OUTFLOW: ID= 1 ( 7507) 83.23 8.75 12.25 74.60 1.09 2.33 CALIB NASHYD ( 7111) Area (ha)= 29.70 Curve Number (CN)= 82.0 ID= 1 DT= 5.0 min Ia (mm)= 7.16 # of Linear Res.(N)= 2.00 U.H. Tp(hrs)= 0.15 Unit Hyd Qpeak (cms)= 5.173 PEAK FLOW (cms)= 6.021 (7) TIME TO PEAK (hrs)= 12.083 RUNOFF VOLUME (mm)= 79.864 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.628 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ROUTE CHN( 7512)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) > Distance Elevation Manning 0.00 2.00 0.1000 6.00 1.00 0.1000 /0.0350 Main Channel 9.00 0.00 0.0350 Main Channel 11.00 0.00 0.0350 Main Channel 14.00 1.00 0.0350 /0.1000 Main Channel 20.00 2.00 0.1000 TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.10 0.10 .180E+02 0.2 0.67 1.96 0.20 0.20 .406E+02 0.5 0.99 1.31 0.30 0.30 .680E+02 1.1 1.24 1.05 0.40 0.40 .100E+03 1.9 1.46 0.89 0.50 0.50 .137E+03 2.9 1.64 0.79 0.60 0.60 .178E+03 4.1 1.82 0.72 0.70 0.70 .224E+03 5.7 1.98 0.66 0.80 0.80 .275E+03 7.5 2.13 0.61 0.90 0.90 .331E+03 9.6 2.27 0.57 1.00 1.00 .391E+03 12.0 2.41 0.54 1.11 1.11 .466E+03 15.8 2.65 0.49 1.22 1.22 .553E+03 20.1 2.84 0.46 1.33 1.33 .651E+03 24.8 2.97 0.44 1.44 1.44 .761E+03 30.0 3.08 0.42 1.56 1.56 .883E+03 35.7 3.16 0.41 1.67 1.67 .102E+04 41.9 3.22 0.40 1.78 1.78 .116E+04 48.6 3.27 0.40 1.89 1.89 .132E+04 55.8 3.31 0.39 2.00 2.00 .148E+04 63.6 3.35 0.39 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7111) 29.70 6.02 12.08 79.86 0.72 2.00 OUTFLOW: ID= 1 ( 7512) 29.70 5.87 12.17 79.86 0.71 1.99 < DATA FOR SECTION (. 1.1) > Distance Elevation Manning 46.63 227.88 0.0600 51.07 227.80 0.0600 52.79 227.46 0.0600 53.50 227.39 0.0600 54.31 227.41 0.0600 58.36 227.81 0.0600 69.70 228.15 0.0600 74.35 227.71 0.0600 /0.0350 Main Channel 77.74 227.66 0.0350 Main channel 78.02 227.70 0.0350 /0.0600 Main channel 80.86 228.13 0.0600 87.09 228.09 0.0600 90.21 227.99 0.0600 90.67 227.93 0.0600 91.57 227.93 0.0600 92.12 228.05 0.0600 95.41 228.13 0.0600 97.24 227.89 0.0600 99.37 228.41 0.0600 104.76 228.57 0.0600 < TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.02 227.41 .211E+01 0.0 0.09 28.91 0.05 227.44 .732E+01 0.0 0.17 16.34 0.07 227.46 .145E+02 0.0 0.22 12.35 0.10 227.49 .233E+02 0.0 0.27 10.06 0.12 227.51 .335E+02 0.1 0.31 8.68 0.14 227.53 .451E+02 0.1 0.35 7.73 0.17 227.56 .582E+02 0.1 0.39 7.02 0.19 227.58 .727E+02 0.2 0.42 6.47 0.22 227.61 .887E+02 0.2 0.45 6.02 0.24 227.63 .106E+03 0.3 0.48 5.64 0.27 227.65 .125E+03 0.4 0.51 5.33 0.29 227.68 .147E+03 0.5 0.53 5.10 0.31 227.70 .178E+03 0.6 0.55 4.99 0.34 227.73 .216E+03 0.7 0.56 4.90 0.37 227.76 .267E+03 1.0 0.58 4.67 0.40 227.79 .322E+03 1.2 0.62 4.40 0.43 227.82 .383E+03 1.5 0.63 4.32 0.46 227.85 .457E+03 1.7 0.62 4.38 0.49 227.87 .547E+03 2.1 0.63 4.31 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7907) 114.49 14.59 12.17 76.46 0.49 0.63 OUTFLOW: ID= 1 ( 7506) 114.49 13.79 12.25 76.46 0.49 0.63 CALIB STANDHYD ( 7110) Area (ha)= 1.56 IID= 1 DT= 5.0 min Total Imp(%)= 68.20 Dir. Conn.(%)= 55.70 IMPERVIOUS PERVIOUS (l) Surface Area (ha)= 1.06 0.50 Dep. Storage (mm)= 2.00 5.00 Average Slope (%)= 1.75 2.00 Length (m)= 101.87 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cros)= 155.69 ******** 5.00 10.00 1.83 (ii) 6.55 (ii) 5.00 10.00 0.32 0.14 PEAK FLOW (cms)= 0.37 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.22 12.08 93.38 127.20 0.73 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.591 (iii) 12.08 111.10 127.20 0.87 1 ADD HYD ( 7907)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 7110): 1.56 0.591 12.08 111.10 + ID2= 2 ( 7507): 83.23 8.752 12.25 74.60 ID = 3 ( 7907): 84.79 8.904 12.25 75.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 7907)1 1 3 + 2 = 1 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 3 ( 7907): 84.79 8.904 12.25 75.27 + ID2= 2 ( 7512): 29.70 5.873 12.17 79.86 ID = 1 ( 7907): 114.49 14.591 12.17 76.46 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 7506)1 1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 Average Slope Length Mannings n (m)= Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= 1.50 79.91 0.013 2.00 40.00 0.250 155.69 129.86 5.00 10.00 1.66 (ii) 8.01 (ii) 5.00 10.00 0.32 0.13 PEAK FLOW (cms)= 0.12 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 0.19 12.08 85.21 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.302 (iii) 12.08 96.36 127.20 0.76 1 CALIB 1 STANDHYD ( 7117) Area (ha)= 6.15 IID= 1 DT= 5.0 min Total Imp(%)= 35.30 Dir. Conn.(%)= 27.40 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 2.17 3.98 Dep. Storage (mm)= 2.00 6.91 Average Slope (%)= 4.50 2.00 Length (m)= 202.48 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)- 155.69 141.60 5.00 10.00 2.08 (ii) 8.22 (ii) 5.00 10.00 0.31 0.13 PEAK FLOW (cms)= 0.73 TIME TO PEAK (hrs)= 12.08 RUNOFF VOLUME (mm)= 125.20 TOTAL RAINFALL (mm)= 127.20 RUNOFF COEFFICIENT = 0.98 1.21 12.08 85.82 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 82.0 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.942 (iii) 12.08 96.61 127.20 0.76 CALIB 1 STANDHYD ( 7109)1 Area (ha)= 0.96 ID= 1 DT= 5.0 min Total Imp(%)= 30.90 Dir. Conn.(%)= 27.90 Surface Area Dep. Storage IMPERVIOUS PERVIOUS CO (ha)= 0.30 0.66 (mm)= 2.00 5.00 1 CALIB STANDHYD ( 7116) Area (ha)= 1.55 110= 1 DT= 5.0 min Total Imp(%)= 44.40 Dir. Conn.(%)= 38.70 IMPERVIOUS PERVIOUS (l) Surface Area (ha)= 0.69 0.86 Dep. Storage (mm)= 2.00 6.69 Average Slope (%)- 1.00 2.00 Length (m)= 101.65 40.00 Mannings n = 0.013 0.250 (ha) (cms) (hrs) (mm) ID1= 1 ( 7109): 0.96 0.302 12.08 96.36 + ID2= 2 ( 7115): 1.98 0.385 12.08 66.61 - ID = 3 ( 7906): 2.94 0.687 - - 12.08 76.31 Max.Eff.Inten.(mm/hr)= over (min) storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 133.52 5.00 10.00 2.16 (ii) 8.45 (ii) 5.00 10.00 0.31 0.12 0.26 12.08 125.20 127.20 0.98 0.24 12.08 82.10 127.20 0.65 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 80.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.503 (iii) 12.08 98.77 127.20 0.78 CALIB STANDHYD ( 7115) Area (ha)= 1.98 ID= 1 DT= 5.0 min 1 Total Imp(%)= 40.00 Dir. Conn.(%)= 31.00 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 0.79 1.19 Dep. Storage (mm)= 2.00 10.03 Average slope (0= 1.00 2.00 Length (m)= 114.89 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 68.25 5.00 15.00 2.33 (ii) 10.55 (ii) 5.00 15.00 0.30 0.09 0.27 12.08 125.20 127.20 0.98 0.14 12.17 40.29 127.20 0.32 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 49.0 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.385 (iii) 12.08 66.61 127.20 0.52 1 ADD HYD ( 7906)1 1 + 2 = 3 AREA QPEAK TPEAK R.V. < 110.73 113.79 115.93 134.05 143.87 209.88 210.33 210.67 210.49 209.80 0.1000 0.1000 0.1000 0.1000 0.1000 TRAVEL TIME TABLE DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu.m.) (cms) (m/s) (min) 0.28 204.95 .361E+03 1.1 1.26 5.34 0.61 205.28 .171E+04 11.1 2.62 2.57 0.95 205.61 .328E+04 30.1 3.72 1.81 1.28 205.95 .502E+04 56.5 4.56 1.48 1.61 206.28 .694E+04 89.7 5.24 1.29 1.95 206.61 .903E+04 129.4 5.80 1.16 2.28 206.95 .113E+05 175.3 6.29 1.07 2.61 207.28 .137E+05 227.0 6.69 1.01 2.95 207.62 .165E+05 284.7 6.97 0.97 3.28 207.95 .198E+05 349.9 7.16 0.94 3.62 208.28 .234E+05 422.6 7.30 0.92 3.95 208.62 .275E+05 503.2 7.41 0.91 4.28 208.95 .320E+05 591.8 7.49 0.90 4.62 209.28 .369E+05 688.9 7.56 0.89 4.95 209.62 .422E+05 794.7 7.62 0.89 5.29 209.95 .481E+05 900.7 7.58 0.89 5.62 210.29 .552E+05 1013.6 7.44 0.91 5.95 210.62 .638E+05 1123.5 7.13 0.95 6.29 210.95 .754E+05 1271.3 6.83 0.99 <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7906) 125.12 15.05 12.25 77.73 0.68 2.80 OUTFLOW: ID= 1 ( 7505) 125.12 15.14 12.17 77.73 0.68 2.80 CALIB NASHYD ( 7108) Area (ha)= 6.03 Curve Number (CN)- 84.0 ID= 1 DT= 5.0 min Ia (mm)= 6.37 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.23 Unit Hyd Qpeak (cms)= 0.997 PEAK FLOW (cms)= 1.260 (i) TIME TO PEAK (hrs)= 12.167 RUNOFF VOLUME (mm)= 86.188 TOTAL RAINFALL (mm)= 127.200 RUNOFF COEFFICIENT = 0.678 (l) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 1 ADD HYD ( 7905)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 7108): 6.03 1.260 12.17 86.19 + ID2= 2 ( 7505): 125.12 15.137 12.17 77.73 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 7906)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 7906): 2.94 0.687) 12.08cms rs) 76.31) + ID2= 2 ( 7116): 1.55 0.503 12.08 98.77 ---------------------=___--- ID = 1 ( 7906): 4.49 1.190 12.08 84.07 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 7906)1 1 1 + 2 = 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 7906): 4.49 1.190 12.08 84.07 + ID2= 2 ( 7117): 6.15 1.942 12.08 96.61 ID = 3 ( 7906): 10.64 3.132 12.08 91.32 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ADD HYD ( 7906)1 1 3 + 2 = 1 AREA QPEAK TPEAK R.V. a) mm ID1= 3 ( 7906): 10.64 3.132) 12.08cms rs) 91.32) + ID2= 2 ( 7506): 114.49 13.795 12.25 76.46 ID = 1 ( 7906): 125.12 15.055 12.25 77.73 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 ROUTE CHN( 7505)1 IN= 2---> OUT= 1 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------ Distance Elevation Manning 22.35 210.97 0.1000 44.44 211.29 0.1000 60.34 210.70 0.1000 67.55 209.75 0.1000 78.81 205.00 0.1000 /0.0350 Main Channel 79.31 204.83 0.0350 Main Channel 80.45 204.67 0.0350 Main Channel 84.04 205.02 0.0350 Main Channel 84.95 204.98 0.0350 Main Channel 85.47 205.01 0.0350 Main Channel 87.93 204.77 0.0350 Main Channel 88.34 204.78 0.0350 Main Channel 88.63 204.95 0.0350 /0.1000 Main Channel 91.93 207.18 0.1000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ROUTE CHN( 7504)1 IN= 2---> OUT= 1 Routing time step (min)'= 5.00 < DATA FOR SECTION ( 1.1) ------> Distance Elevation Manning 72.34 222.51 0.1000 74.44 222.41 0.1000 75.36 222.24 0.1000 /0.0350 Main Channel 76.53 222.13 0.0350 Main Channel 77.58 222.25 0.0350 /0.1000 Main Channel 79.35 222.50 0.1000 82.82 222.56 0.1000 84.98 222.46 0.1000 87.33 222.46 0.1000 93.31 222.58 0.1000 + TRAVEL TIME TABLE > DEPTH ELEV VOLUME FLOW RATE VELOCITY TRAV.TIME (m) (m) (cu. (cms) (m/s) (min) 0.02 222.15 .165E+01 1 0.0 0.25 35.62 0.03 222.17 .659E+01 0.0 0.40 22.44 0.05 222.19 .148E+02 0.0 0.53 17.13 0.07 222.20 .264E+02 0.0 0.64 14.14 0.09 222.22 .412E+02 0.1 0.74 12.18 0.10 222.24 .593E+02 0.1 0.84 10.79 0.13 222.26 .852E+02 0.2 1.01 8.91 0.15 222.28 .114E+03 0.2 1.18 7.66 0.17 222.30 .146E+03 0.4 1.31 6.88 0.19 222.32 .181E+03 0.5 1.42 6.35 0.21 222.35 .220E+03 0.6 1.52 5.96 0.23 222.37 .261E+03 0.8 1.60 5.66 0.25 222.39 .305E+03 0.9 1.67 5.42 0.27 222.41 .352E+03 1.1 1.73 5.23 0.30 222.43 .404E+03 1.3 1.77 5.09 0.32 222.45 .462E+03 1.5 1.80 5.01 0.34 222.47 .541E+03 1.7 1.74 5.18 0.36 222.49 .656E+03 2.0 1.66 5.44 0.38 222.51 .801E+03 2.3 1.56 5.78 **** WARNING: TRAVEL TIME TABLE EXCEEDED <---- hydrograph ----> <-pipe / channel-> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL (ha) (cms) (hrs) (mm) (m) (m/s) INFLOW : ID= 2 ( 7905) 131.15 16.40 12.17 78.12 0.38 1.57 OUTFLOW: ID= 1 ( 7504) 131.15 15.62 12.33 78.12 0.38 1.56 CALIB NASHYD ( 7107) Area (ha)= 11.88 Curve Number (CN)- 71.0 11 D= 1 DT= 5.0 min Ia (mm)= 7.66 # of Linear Res.(N)= 3.00 U.H. Tp(hrs)= 0.53 ID = 3 ( 7905): 131.15 16.397 12.17 78.12 Unit Hyd Qpeak (cms)- 0.861 PEAK FLOW TIME TO PEAK RUNOFF VOLUME (cms)- (hrs). (mm)= 0.993 (i) 12.500 63.995 TOTAL RAINFALL (mm)- 127.200 RUNOFF COEFFICIENT = 0.503 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. 5.00 10.00 3.14 (ii) 9.55 (ii) 5.00 10.00 0.27 0.12 ADD HYD ( 7910)1 1+ 2= 3 I AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 7107): 11.88 0.993 12.50 63.99 + ID2= 2 ( 7504): 131.15 15.616 12.33 78.12 ID = 3 ( 7910): 143.04 16.538 12.33 76.94 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. CALIB 1 STANDHYD ( 57101)1 Area (ha)= 1.42 ID= 1 DT= 5.0 min I Total Imp(%)= 70.33 Dir. Conn.(%)= 65.77 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.00 0.42 Dep. Storage (mm)= 5.00 4.98 Average Slope (%)= 1.00 2.00 Length (m)= 97.14 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm)= RUNOFF COEFFICIENT = 155.69 ******** 5.00 10.00 2.10 (ii) 6.40 (ii) 5.00 10.00 0.31 0.14 0.40 12.08 122.20 127.20 0.96 0.14 12.08 87.69 127.20 0.69 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 81.7 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.547 (iii) 12.08 110.39 127.20 0.87 STLIB 1 ANDHYD ( 57102)1 Area (ha)= 5.41 ID= 1 DT= 5.0 min 1 Total Imp(%)= 30.60 Dir. Conn.(%)= 24.90 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.66 3.75 Dep. Storage (mm)= 5.00 6.22 Average Slope (%)= 1.00 2.00 Length (m)= 189.90 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= 155.69 127.29 0.0000 0.0010 0.0020 0.0050 0.0090 0.0140 0.0210 0.0320 0.0470 INFLOW : ID= 2 ( 57404) OUTFLOW: ID= 1 ( 57403) 0.0016 0.0033 0.0051 0.0069 0.0088 0.0109 0.0130 0.0151 0.0174 0.1000 0.1410 0.1940 0.3460 0.4460 0.5650 0.7280 0.8960 1.0890 0.0222 0.0247 0.0273 0.0329 0.0358 0.0389 0.0420 0.0453 0.0486 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 6.824 1.992 12.08 94.47 6.824 1.818 12.17 94.17 PEAK FLOW REDUCTION [Qout/Qin](%)= 91.25 TIME SHIFT OF PEAK FLOW (min)= 5.00 MAXIMUM STORAGE USED (ha.m.)= 0.0637 CALIB STANDHYD ( 57103) Area (ha)= 2.53 ID= 1 DT= 5.0 min Total Imp(%)= 52.90 Dir. Conn.(%)- 36.40 IMPERVIOUS PERVIOUS (i) Surface Area (ha)= 1.34 1.19 Dep. Storage (mm)- 5.00 6.53 Average Slope (%)= 1.00 2.00 Length (m)= 129.98 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cms)= PEAK FLOW (cms)- TIME TO PEAK (hrs)= RUNOFF VOLUME (mm) - TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 155.69 168.89 5.00 10.00 2.50 (ii) 8.23 (ii) 5.00 10.00 0.29 0.13 0.40 12.08 122.20 127.20 0.96 0.43 12.08 85.66 127.20 0.67 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 78.2 Ia = Dep. Storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 0.832 (iii) 12.08 98.96 127.20 0.78 IADD HYD (. 57901)1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. mm ID1= 1 ( 57103): 2.53 0.832) 12.08cms rs) 98.96) + ID2= 2 ( 57403): 6.82 1.818 12.17 94.17 ID = 3 ( 57901): 9.36 2.566 12.08 95.47 over (min) Storage Coeff. (min)= Unit Hyd. Tpeak (min) - Unit Hyd. peak (cms)- PEAK FLOW (cms)= 0.58 0.96 TIME TO PEAK (hrs)= 12.08 12.08 RUNOFF VOLUME (mm)= 122.20 79.74 TOTAL RAINFALL (mm)= 127.20 127.20 RUNOFF COEFFICIENT = 0.96 0.63 ***** WARNING: STORAGE COEFF. IS. SMALLER THAN TIME STEP! (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 78.7 Ia = Dep. Storage (Above) (11) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *TOTALS* 1.542 (iii) 12.08 90.31 127.20 0.71 1 ADD HYD ( 57902)1 1 1 + 2 = 3 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) ID1= 1 ( 57101): 1.42 0.547 12.08 110.39 + ID2= 2 (57102): 5.41 1.542 12.08 90.31 ID = 3 ( 57902): 6.82 2.088 12.08 94.48 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. 1 RESERVOIR( 57404)1 OVERFLOW IS OFF 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0906 0.0209 0.0040 0.0010 0.1422 0.0242 0.0080 0.0021 0.2390 0.0278 0.0110 0.0034 0.3810 0.0315 0.0130 0.0049 0.5230 0.0356 0.0150 0.0065 0.8110 0.0399 0.0174 0.0103 1.0990 0.0446 0.0222 0.0126 1.4750 0.0495 0.0306 0.0151 1.9390 0.0547 0.0390 0.0179 2.4030 0.0602 INFLOW : ID= 2 OUTFLOW: ID= 1 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 57902) 6.824 2.088 12.08 94.48 57404) 6.824 1.992 12.08 94.47 PEAK FLOW REDUCTION [Qout/Qin](%)= 95.41 TIME SHIFT OF PEAK FLOW (min)= 0.00 MAXIMUM STORAGE USED (ha.m.)= 0.0568 1 RESERVOIR( 57403)1 OVERFLOW IS OFF 1 IN= 2---> OUT= 1 1 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) 0.0000 0.0000 0.0690 0.0197 RESERVOIR( 57402)1 IN= 2---> OUT= 1 DT= 5.0 min 1 OUTFLOW STORAGE OUTFLOW STORAGE (cms) (ha.m.) (cms) (ha.m.) OVERFLOW IS OFF INFLOW : ID= 2 ( 57901) OUTFLOW: ID= 1 ( 57402) 0.0000 0.0000 0.4321 0.0422 0.0748 0.0060 0.4901 0.0506 0.1496 0.0125 0.5482 0.0594 0.2244 0.0193 0.6062 0.0686 0.2992 0.0266 0.6643 0.0782 0.3740 0.0342 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 9.358 2.566 12.08 95.47 9.358 1.289 12.33 95.46 PEAK FLOW REDUCTION [Qout/Qin](%)= 50.23 TIME SHIFT OF PEAK FLOW (min)= 15.00 MAXIMUM STORAGE USED (ha.m.)= 0.1839 RESERVOIR( 57401)1 OVERFLOW IS OFF IN= 2---> OUT= 1 1 DT= 5.0 min OUTFLOW STORAGE 1 OUTFLOW STORAGE (cms) (ha.m.) 1 (cms) (ha.m.) 0.0000 0.0000 I 0.2941 0.0079 0.0243 0.0009 0.3734 0.0100 0.0486 0.0019 1 0.4396 0.0124 0.0916 0.0032 1 0.4927 0.0150 0.1531 0.0046 0.5458 0.0178 0.2147 0.0061 I 0.0000 0.0000 INFLOW : ID= 2 ( 57402) OUTFLOW: ID= 1 ( 57401) AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) 9.358 1.289 12.33 95.46 9.358 1.181 12.50 95.46 PEAK FLOW REDUCTION [Qout/Qin](%)= 91.64 TIME SHIFT OF PEAK FLOW (min)= 10.00 MAXIMUM STORAGE USED (ha.m.)= 0.0517 1 CALIB 1 STANDHYD ( 15112) Area (ha)= 6.32 11D= 1 DT= 5.0 min Total Imp(%)= 30.00 Dir. Conn.(%)= 22.10 IMPERVIOUS PERVIOUS Surface Area (ha)= 1.90 4.42 Dep. Storage (mm)= 2.00 1.50 Average Slope (%)= 1.80 2.00 Length (m)= 205.25 40.00 Mannings n = 0.013 0.250 Max.Eff.Inten.(mm/hr)= over (min) Storage Coeff. (min) - Unit Hyd. Tpeak (min)= Unit Hyd. peak (cros)= (i) 155.69 149.83 5.00 10.00 2.76 (ii) 8.77 (ii) 5.00 10.00 0.28 0.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. PEAK FLOW (cms)= *TOTALS* 0.60 1.41 2.015 (iii) TIME TO PEAK (hrs)= RUNOFF VOLUME (mm)= TOTAL RAINFALL (mm) - RUNOFF COEFFICIENT = 12.08 125.20 127.20 0.98 12.08 95.34 127.20 0.75 ***** WARNING: STORAGE COEFF. IS SMALLER THAN TIME STEP! 12.08 101.94 127.20 0.80 (l) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES: CN* = 85.0 Ia = pep. storage (Above) (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL THAN THE STORAGE COEFFICIENT. (111) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.