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SEDCAD 4 for Windows <br />Copyrigh11998 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 />ffs) <br />Runoff <br />Volume <br />(ac -ft) <br />#1 1 <br />0.060 <br />0.009 <br />0.009 <br />0.407 <br />82.000 <br />TR55 <br />0.04 <br />0.003 <br />2 <br />0.290 <br />0.009 <br />0.009 <br />0.407 <br />82.000 <br />TR55 <br />0.17 <br />0.013 <br />3 <br />0.070 <br />0.000 <br />0.000 <br />0.414 <br />82.000 <br />TR55 <br />0.04 <br />0.003 <br />4.00 <br />0.420 <br />2.230 <br />0.009 <br />(tons) <br />alluvial valley fans <br />0.25 <br />0.018 <br />Subwatershed Sedimentology Detail.- <br />Peak <br />etail: <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Honz. 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 /># If <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Conc. <br />Cont <br />S. Nearly bare and unfilled, and <br />5.00 <br />4.00 <br />80.00 <br />2.230 <br />0.009 <br />(tons) <br />alluvial valley fans <br />(MI/1) <br />S. Large gullies, diversions, and low <br />35.00 <br />(mg/1) <br />(ml/1) <br />17.740 <br />#1 1 <br />0.320 <br />134.00 <br />20.00 <br />0.9000 <br />1.0000 <br />1 <br />0.6 <br />463,392 <br />198.35 <br />175.35 <br />2 <br />0.320 <br />120.00 <br />15.00 <br />0.9000 <br />1.0000 <br />1 <br />2.4 <br />294,358 <br />126.00 <br />81.46 <br />3 <br />0.320 <br />15.00 <br />67.00 <br />0.9000 <br />1.0000 <br />1 <br />0.6 <br />415,145 <br />177.70 <br />156.71 <br />E <br />B. Large gullies, diversions, and low <br />35.00 <br />14.00 <br />40.00 <br />17.740 <br />3.6 <br />340,821 <br />145.89 <br />98.03 <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Honz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />S.Nearly bare and unfilled, and <br />66.43 <br />9.30 <br />14.00 <br />8.150 <br />0.000 <br />alluvial valley fans <br />S. Nearly bare and unfilled, and <br />5.00 <br />4.00 <br />80.00 <br />2.230 <br />0.009 <br />alluvial valley fans <br />S. Large gullies, diversions, and low <br />35.00 <br />14.00 <br />40.00 <br />17.740 <br />0.000 <br />Flowing streams <br />#1 <br />1 <br />Time of Concentration: <br />0.009 <br />#1 <br />2 <br />S. Nearly bare and unfilled, and <br />5.00 <br />4.00 <br />80.00 <br />2.230 <br />0.009 <br />alluvial valley fans <br />B. Large gullies, diversions, and low <br />35.00 <br />14.00 <br />40.00 <br />17.740 <br />0.000 <br />flowing streams <br />#1 <br />2 <br />Time of Concentration: <br />0.009 <br />#1 <br />3 <br />5. Nearly bare and unfilled, and <br />66.67 <br />10.00 <br />15.00 <br />8.160 <br />0.000 <br />alluvial valley fans <br />#1 <br />3 <br />Time of Concentration: <br />0.000 <br />Subwatershed Muskingum Routing Details: • <br />Filename: GV85-1-100.304 <br />Printed 06-04-2001 <br />TR -20 Exh-8 - 150 - 6/01 <br />