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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 />0.020 <br />0.016 <br />0.016 <br />0.367 <br />82.000 <br />TR55 <br />0.01 <br />0.001 <br />2 <br />0.110 <br />0.0I6 <br />0.016 <br />0.363 <br />82.000 <br />TR55 <br />0.07 <br />0.005 <br />3 <br />0.060 <br />0.000 <br />0.000 <br />0.414 <br />82.000 <br />TR55 <br />0.04 <br />0.003 <br />3.00 <br />0.190 <br />1.730 <br />0.016 <br />(tons) <br />alluvial valley fans <br />I 0.11 <br />0.008 <br />Subwatershed Sedimentology Detail: <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 />SW 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 />() <br />S% ( ) <br />C <br />P <br />PS # <br />Conc. <br />Conc <br />5. Nearly bare and unUlled, 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 />17.14 <br />(mg/1) <br />(ml/1) <br />12.420 <br />#1 1 <br />0.320 <br />143.00 <br />10.00 <br />0.9000 <br />1.0000 <br />1 <br />I 0.1 <br />341,612 <br />146.23 <br />142.18 <br />2 <br />0.320 <br />135.00 <br />6.70 <br />0.9000 <br />1.0000 <br />1 <br />1 0.3 <br />114,110 <br />48.84 <br />37.19 <br />3 <br />0.320 <br />20.00 <br />67.00 <br />0.9000 <br />1.0000 <br />1 <br />0.6 <br />471,267 <br />201.72 <br />178.40 <br />6 <br />8. Large gullies, diversions, and low <br />17.14 <br />6.00 <br />35.00 <br />12.420 <br />1.0 <br />263,081 <br />112.61 <br />83.76 <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 />5. Nearly bare and unfilled, and <br />66.25 <br />5.30 <br />8.00 <br />8.130 <br />0.000 <br />alluvial valley fans <br />5. Nearly bare and unUlled, 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 />17.14 <br />6.00 <br />35.00 <br />12.420 <br />0.000 <br />Flowing streams <br />#1 <br />1 <br />Time of Concentration: <br />0.016, <br />#1 <br />2 <br />S. Nearly bare and unfilled, and. <br />3.00 <br />3.00 <br />100.00 <br />1.730 <br />0.016 I <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />17.14 <br />6.00 <br />35.00 <br />12.420 <br />0.000 <br />flowing streams <br />#1 <br />2 <br />Time of Concentration: <br />0.016 <br />91 <br />3 <br />5. Nearly bare and unfilled, and <br />66.50 <br />13.30 <br />20.00 <br />8.150 <br />1 <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: GVB5-1.sc4 <br />D <br />Printed 04-18-2CC0 <br />TR 17 Exh-8 - 123 - <br />G/00 <br />