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SEDCAD 4 for Windows <br />r...,.,.~,.~.~ goon o~.~oi~ i c~n,.,~n <br />12 <br />Subwatershed Hydro%gy Detai/: <br /> <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br /> <br />(ac) Time of <br />Conc <br /> <br />(ham) <br />Musk K <br /> <br />(hrs) <br />Musk X <br />Curve <br /> <br />Number <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(ac-ft) <br />#1 1 13.650 0.081 0.081 0.379 49.000 M 0.12 0.018 <br /> 2 20.660 0.135 0.135 0.373 56.000 M 0.86 0.169 <br /> 34.310 0.86 0.187 <br />#2 1 132.450 0.328 0.328 0.394 50.000 M 1.07 0.263 <br /> 166.760 1.57 0.450 <br />#3 1 272.330 0.412 0.412 0.406 64.000 M 40.98 6.129 <br /> 2 21.550 0.129 0.129 0.389 51.000 M 0.24 0.059 <br /> 460.640 39.51 6.639 <br />#4 1 155.640 0.334 0.334 0.425 59.000 M 10.46 1.983 <br /> 2 53.400 0.219 0.219 0.393 51.000 M 0.57 0.146 <br /> 3 24.400 0.121 0.121 0.394 50.000 M 0.27 0.048 <br /> 694.080 48.42 8.817 <br />#6 1 18.420 0.028 0.028 0.442 47.000 M 0.09 0.006 <br /> 712.500 48.42 8.825 <br />Subwatershed Sedimento%gy Detai/: <br />L <br /> <br /> <br />S~u <br /> <br />S#S <br /> <br />Soil K <br /> <br />L (ft) <br /> <br />S (%) <br /> <br />C <br /> <br />P <br /> <br />~ # <br />Sediment <br />(tons) Peak <br />Sediment <br />Conc. <br />(mg/I) Peak <br />Settleable <br />Conc <br />(ml/I) <br />24VW <br />(ml/I) <br />#1 L 0.280 500.00 27.70 0.0600 0.8000 1 ~ 0.5 24,534 12.01 10.52 <br /> 2 0.280 762.50 19.10 0.0100 0.3800 1 0.4 2,539 0.63 0.50 <br /> 0.9 7,037 2.60 1.50 <br />#2 1 0.280 1,106.30 15.90 0.0600 0.7500 1 ~ 6.5 24,756 10.70 9.70 <br /> i <br />7.1 <br />~ <br />19,066 <br />7.53 <br />5.81 <br />#3 1 0.280 2,191.70 16.10 0.1900 0.3800 1 715.4 143,138 28.95 20.76 <br /> 2 0.280 1,200.00 19.20 0.0700 0.7600 1 1.9 30,769 13.25 12.24 <br /> <br />#4 <br />1 <br />2 <br />0.280 <br />0.280 <br />1,508.00 <br />1,225.00 <br />18.40 <br />17.60 <br />0.0700 <br />0.0700 <br />0.3900 <br />0.7600 <br />1 <br />1 712.7 <br />62.6 <br />4.7 138,359 <br />37,201 <br />31,378 27.03 <br />5.84 <br />13.35 18.47 <br />4.51 <br />12.29 <br /> 3 0.280 975.00 19.30 0.0500 0.7400 1 1.1 18,692 9.15 8.43 <br /> ~' 781.2 119,793 23.25 15.24 <br />Filename: Prospect-SpillwayDesign.sc4 Printed OS-14-2002 <br />