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• <br />• <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. SChwab <br />Civil Software Design <br />Subwatershed Hydrology Detail; <br />Stru SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#1 1 <br />0.070 <br />0.017 <br />0.017 <br />0.399 <br />82.000 <br />TR55 <br />0.04 <br />0.003 <br />2 <br />0.110 <br />0.016 <br />0.016 <br />0.396 <br />82.000 <br />TRSS <br />0.07 <br />0.005 <br />3 <br />0.080 <br />0.001 <br />0.001 <br />0.414 <br />82.000 <br />TR55 <br />0.05 <br />0.003 <br />6 <br />0.260 <br />1.730 <br />0.016 <br />(tons) <br />I <br />0.16 <br />0.011 <br />Subwatershed Sedimentology Detail: <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br />Peak <br />Peak <br />Stru SWS <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />Sediment <br />Sediment <br />Settleable <br />24VW <br /># # <br />Soil K <br />L (ft) <br />S(%) <br />C <br />p <br />PS # <br />Conc. <br />Conc <br />5. Nearly bare and untilled, and <br />3.00 <br />3.00 <br />100.00 <br />1.730 <br />0.016 <br />(tons) <br />alluvial valley fans <br />(ml/1) <br />8. Large gullies, diversions, and low <br />28.00 <br />(mg/1) <br />(ml/I) <br />15.870 <br />#1 1 <br />0.320 <br />180.00 <br />21.00 <br />0.9000 <br />1.0000 <br />1 <br />' 0.9 <br />565,778 <br />242.18 <br />215.22 <br />2 <br />0.320 <br />150.00 <br />11.00 <br />0.9000 <br />1.0000 <br />1 <br />0.6 <br />234,911 <br />100.55 <br />77.29 <br />3 <br />0.320 <br />40.00 <br />67.00 <br />0.9000 <br />1.0000 <br />1 <br />1.3 <br />642,093 <br />274.65 <br />245.21 <br />6 <br />8. Large gullies, diversions, and low <br />28.00 <br />14.00 <br />50.00 <br />15.870 <br />I 2.9 <br />465,272 <br />199.16 <br />158.88 <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />5. Nearly bare and untilled, and <br />66.67 <br />20.00 <br />30.00 <br />8.160 <br />0.001 <br />alluvial valley fans <br />5. Nearly bare and untilled, and <br />3.00 <br />3.00 <br />100.00 <br />1.730 <br />0.016 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />28.00 <br />14.00 <br />50.00 <br />15.870 <br />0.000 <br />flowing streams <br />#1 <br />1 <br />Time of Concentration: <br />0.017 <br />41 <br />2 <br />5. Nearly bare and untitled, and <br />3.00 <br />3.00 <br />100.00 <br />1.730 <br />0.016 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />28.00 <br />14.00 <br />50.00 <br />15.870 <br />0.000 <br />Flowing streams <br />#1 <br />2 <br />Time of Concentration: <br />0.016 <br />#1 <br />3 <br />5. Nearly bare and untitled, and <br />67.00 <br />26.80 <br />=0.00 <br />8.180 <br />0.001 <br />alluvial valley fans <br />#1 <br />3 <br />Time of Concentration: <br />0.001, <br />0 Subwatershed Muskingum Routing Details; <br />Filename: GV83-1.sC4 <br />A <br />Panted 04-18-2CC0 <br />TR -17 Exh-8 - 114 - 6100 <br />