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SEDCAD 4 for Windows <br />CnrnrrinFf tOOA Oomela 1 R~F.u~F <br />17 <br />Subwatershed Hydro%gy Detai/; <br /> <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br /> <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(arft) <br />#1 1 500.000 0.200 0.200 0.000 70.000 S 137.08 16.969 <br /> 500.000 118.68 18.969 <br />#2 1 354.550 0.396 0.396 0.395 60.000 M 27.16 5.134 <br /> 2 117.390 0.350 0.350 0.367 60.000 M 9.67 1.700 <br /> 971.940 34.80 25.802 <br />#3 1 325.260 0.420 0.420 0.359 66.000 M 78.98 10.514 <br /> 1,297.220 95.38 36.316 <br />#4 1 79.380 0.173 0.173 0.346 52.000 M 1.14 0.286 <br /> 2 53.000 0.261 0.261 0.348 56.000 M 1.98 0.433 <br /> 1,429.600 97.33 37.036 <br />#S 1 61.540 0.323 0.323 0.345 53.000 M 1.03 0.282 <br /> 2 75.320 0.268 0.268 0.348 56.000 M 2.79 0.616 <br /> 1,566.460 99.08 37.934 <br />#6 1 70.760 0.208 0.208 0.400 51.000 M 0.75 0.194 <br /> 2 170.260 0.443 0.443 0.355 56.000 M 5.51 1.392 <br /> 1,807.480 104.49 39.520 <br />#7 1 29.750 0.073 0.073 0.432 53.000 M 0.96 0.136 <br /> 1,837.230 105.04 39.657 <br />Subwatershed Sedimento%gy Detai/; <br /> <br /> <br /> <br />S~u <br /> <br />5#S <br /> <br />Soil K <br /> <br />L (ft) <br /> <br />S (%) <br /> <br />C <br /> <br />P <br /> <br />PS # <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 1 0.280 1,000.00 0.01 0.0010 1.0000 1 0.1 12 0.00 0.00 <br /> 0.1 11 0.00 0.00 <br />#2 1 0.280 1,020.00 17.10 0.0600 0.3800 1 110.4 25,700 3.40 2.60 <br /> 2 0.280 450.00 11.30 0.1000 0.3800 1 20.0 14,333 2.24 1.68 <br /> 93.9 16,406 0.01 0.01 <br />#3 1 0.280 880.00 11.70 0.3200 0.3800 1 I 903.1 110,159 24.60 17.10 <br /> 996.9 96,469 19.39 10.34 <br />#4 1 0.280 750.00 14.40 0.0800 0.7000 1 6.1 21,223 7.76 7.05 <br />Filename: Streeter-SpillwayDesign.srA Printed 07-16-2002 <br />