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SEDCAD 4 for Windows <br />r,..,.,d,.e, ~°on a~..,d~ i s..n..,~~. <br />12 <br />Subwatershed Hydro%gy Detai/; <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 />CUNe <br />Number <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(ac-R) <br />#1 1 63.190 0.206 0.206 0.382 55.000 M 2.03 0.434 <br /> 63.190 1.98 0.434 <br />#2 1 202.350 0.148 0.148 0.419 52.000 M 2.91 0.729 <br /> 2 142.980 0.381 0.381 0.387 81.000 M 104.72 11.229 <br /> 408.520 103.12 12.392 <br />#3 1 170.440 0.296 0.296 0.400 65.000 M 35.16 4.225 <br /> 578.960 124.76 16.617 <br />#4 1 137.130 0.201 0.201 0.405 52.000 M 1.91 0.494 <br /> 2 309.940 0.574 0.574 0.380 57.000 M 11.86 2.973 <br /> 1,026.030 130.47 20.085 <br />#6 1 22.200 0.081 0.081 0.398 54.000 M 0.91 0,126 <br /> 1,048.230 131.03 20.211 <br />Subwatershed Sedimento%gy Detai/; <br /> <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />L (ft) <br />S (%) <br />C <br />P <br />PS # <br />Sediment <br />(tons) Peak <br />Sediment <br />Cont. <br />(mg/I) Peak <br />Settleable <br />Conc <br />(ml/I) <br />24VW <br />(ml/I) <br />#1 1 0.280 700.00 20.40 0.0200 0.4500 1 2.5 6,546 2,00 1.62 <br /> 2.5 6,467 1.94 1.57 <br />#2 1 0.280 1,060.00 21.60 0.1200 0.7500 1 56.2 74,699 29,56 26.82 <br /> 2 0.280 1,087.50 16.50 0.6600 0.3800 1 3,991.2 410,892 137.91 96.02 <br /> 4,023.2 399,206 133.20 87.77 <br />#3 1 0.280 975.D0 23.00 0.2700 0.4600 1 853.7 249,654 67.17 46.30 <br /> 4,876.4 370,421 119.59 77.67 <br />#4 1 0.280 933.30 20.40 0.0400 0.6300 1 j 8.7 17,691 6.88 6.25 <br /> 2 0.280 1,690.00 10.30 0.0200 0.3800 1 ~ 11.9 4,478 0.51 0.42 <br /> i 4,596.7 358,772 115,69 65.17 <br />#5 1 0.280 1,125.00 20.30 0.0200 0.4900 1 1.2 9,101 4.45 3.32 <br /> 4,895.1 357,310 115.15 64.64 <br /> <br />Filename: EastTaylor-SpillwayDesign.sc4 Printed OS-11-2002 <br />