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SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br />• Subwatershed Hydro%gy Detai/: <br /> <br />Stru <br /> <br /># <br />SWS <br /> <br /># <br />SWS Area <br /> <br />(ac) Time of <br /> <br />Conc <br /> <br />(hrs) <br />Musk K <br /> <br />(hrs) <br /> <br />Musk X <br />Curve <br /> <br />Number <br /> <br />UHS Peak <br /> <br />Discharge <br /> <br />(cfs) Runoff <br /> <br />Volume <br /> <br />(ac-ft) <br />#3 1 4.540 0.222 0.000 0.000 86.000 S 3.49 0.597 <br /> 4.540 3.49 0.597 <br />#1 1 24.100 0.213 0.001 0.385 69.000 M 9.17 1.239 <br /> 2 18.820 0.168 0.000 0.000 94.000 F 36.34 3.534 <br /> r 42.920 43.96 4.773 <br />#2 1 7.130 0.129 0.000 0.000 86.000 S 5.94 0.937 <br /> 50.050 49.26 5.710 <br />#4 1 1.S1D 0.115 0.000 0.000 51.000 M 0.03 0.011 <br /> 56.100 52.71 6.318 <br />#6 1 1.540 0.011 0.000 0.000 51.000 M 0.03 0.012 <br /> S' 57.640 52.71 6.330 <br />Subwatershed Sedimento%gy Detai/; <br /> <br />Stru <br /># <br />SWS <br /># <br /> <br />Soil K <br /> <br />1. (ft) <br /> <br />5 (%) <br /> <br />C <br /> <br />P <br /> <br />PS # <br />Sediment <br />( ) <br />tons Peak <br />Sediment <br />Conc. <br /> <br />(mg/I) Peak <br />Settleable <br />Conc <br /> <br />(ml/I) <br />24VW <br />(ml/I) <br />#3 1 0.200 445.00 20.20 0.7100 1.0000 2 172.4 486,159 259.44 146.59 <br /> 172.4 486,159 259.44 146.59 <br />#1 1 0.370 510.00 22.70 0.0060 1.0000 1 8.6 12,958 6.01 2.96 <br /> 2 0.370 310.00 20.10 0.7100 1.0000 1 2,567.7 749,576 401.62 231.22 <br /> 2,576.3 676,093 362.08 185.81 <br />#2 1 0.200 418.00 21.40 0.7100 1.0000 2 307.5 539,550 292.59 165.05 <br /> 2,883.4 655,352 351.42 183.32 <br />#4 1 0.200 460.00 7.60 0.0060 1.0000 2 0.0 314 0.19 0.14 <br /> 3,055.7 663,381 355.62 180.28 <br />#6 1 0.200 184.00 16.30 0.0060 1.0000 2 0.0 605 0.36 0.27 <br /> S' 3,055.7 663,381 355.62 160.03 <br />. Subwatershed Time of Concentration Detai/s: <br />12 <br />Filename: pond?-3.sc4 Printed 04.24-2001 <br />