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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwa <br />Civil Software Desig <br />• <br />Subwatershed Hydrology Detail: <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br />(hrs) <br />MuskK <br />(hrs) <br />MuskX <br />Curve UHS <br />Number Peak <br />Discharge <br /> <br />(ds) Runoff <br />Volume <br /> <br />(ac-ft) <br /># 1 1 0.202 0.016 0.000 0.000 85.000 F 0.12 0.009 <br /> 2 0.657 0.068 0.000 0.000 86.000 M 0.41 0.031 <br /> 0.859 0.53 0.039 <br />~3 ~ 0.859 0.53 0.039 <br />Subwatershed Sedimentology Detail: <br />• <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Sal K L (ft) S (%) C P PS # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.240 140.00 50.00 0.0070 1.0000 1 0.0 7,510 4.68 3.36 <br /> 2 0.280 165.00 20.00 0.5400 0.1500 1 0.9 42,458 26.47 14.60 <br /> 0.9 34,758 21.67 12.88 <br />:R3 ~ 0.9 34,756 21.67 12.88 <br />Subwatershed Time of Concentration Details: <br />• <br />Stru SWS <br />Land Row Condition <br />Sbpe (%) Vert. Dist. Horiz. Dist. Velocity <br />Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Neary bare and unfilled, and 50.00 70.00 140.00 7.070 0.005 <br /> alluvial valley fans <br /> 4. Cultivated, straight row 19.77 17.00 86.00 3.970 0.006 <br /> 8. Large gullies, diversions, and low 6.99 10.00 143.00 7.930 0.005 <br /> Flowing streams <br />#1 1 Time of Concentration: 0.016 <br />#1 2 5. Nearly bare and unfilled, and 2.00 9.00 450.00 1.410 0.088 <br /> alluvial valley fans <br />#1 2 Time of Concentration: 0.088 <br />Filename: eppropud - B.sc4 <br />Printed Ot-24-2001 <br />