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SEDCAD 4 for Windows <br />Copyright 1999 Pameta 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 />0.020 <br />0.009 <br />0.009 <br />0.358 <br />82.000 <br />TR55 <br />0.01 <br />0.001 <br />2 <br />0.290 <br />0.009 <br />0.009 <br />0.354 <br />82.000 <br />TR55 <br />0.17 <br />0.013 <br />3 <br />0.020 <br />0.000 <br />0.000 <br />0.413 <br />82.000 <br />TR55 <br />0.01 <br />0.001 <br />4.00 <br />0.330 <br />2.230 <br />0.009 <br />(tons) <br />alluvial valley fans <br />0.20 <br />0.014 <br />Subwatershed Sedimentology Detail: <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (°7°) <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 />LftPS <br />() <br />S(%) <br />C <br />p <br />Conc. <br />Conc <br />S. Nearly bare and untitled, 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 />8. Large gullies, diversions, and low <br />15.00 <br />.: (mg/I) <br />(ml/1) <br />11.610 <br />#1 1 <br />0.320 <br />105.00 <br />10.30 <br />0.9000 <br />1.0000 <br />1 <br />0.1 <br />320,168 <br />137.05 <br />133.21 <br />2 <br />0.320 <br />100.00 <br />7.00 <br />0.9000 <br />1.0000 <br />1 <br />0.8 <br />100,740 <br />43.12 <br />27.30 <br />3 <br />0.320 <br />5.00 <br />67.00 <br />0.9000 <br />1.0000 <br />1 <br />0.1 <br />374,068 <br />160.12 <br />155.75 <br />E <br />B. Large gullies, diversions, and low <br />15.00 <br />3.00 <br />20.00 <br />11.610 <br />0.9 <br />133,633 <br />57.20 <br />31.35 <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (°7°) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br />ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />5. Nearly bare and untitled, and <br />66.00 <br />3.30 <br />5.00 <br />8.120 <br />0.000 <br />alluvial valley fans <br />S. Nearly bare and untitled, and <br />5.00 <br />4.00 <br />80.00 <br />2.230 <br />0.009 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />15.00 <br />3.00 <br />20.00 <br />11.610 <br />0.000 <br />Flowing streams <br />. <br />#1 <br />1 <br />Time of Concentration: <br />0.009 <br />#1 <br />2 <br />5. Nearly bare and untitled, 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 />15.00 <br />3.00 <br />20.00 <br />11.610 <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 untitled, and <br />66.00 <br />3.30 <br />5.00 <br />8.120 <br />0.000 <br />alluvial valley fans <br />#1 <br />3 <br />Time of Concentration: <br />0.000 <br />E <br />• <br />Subwatershed Muskingum Routing Details; • <br />Filename: GVB70-1-100.SC4 <br />Printed 05-04-2001 <br />TR -20 Exh-8 - 159 - 6.'01 <br />