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SEDCAD 4 for Windows <br />r n..rinhf +oaa _~nm o~..,om I Crhumh <br />10 <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br /> <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(ac-ft) <br />#2 1 8.190 0.091 0.000 0.000 85.000 F 10.33 0.803 <br /> 8.190 10.33 0.803 <br />#1 1 5.350 0.102 0.000 0.000 85.000 F 6.75 0.525 <br /> 5.350 6.75 0.525 <br />#3 1 1.040 0.000 0.000 0.000 85.000 F 1.31 0.102 <br /> ~; 14.580 18.40 1.430 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L (ft) S (%) C P PS # (tons) Conc. Conc (ml/I) <br /> (mg/I) (ml/I) <br />#2 1 0.320 350.00 7.00 1.0000 1.0000 1 158.5 250,358 123.88 66.70 <br /> 158.5 250,358 123.88 66.70 <br />#1 1 0.320 350.00 7.00 1.0000 1.0000 1 98.4 239,006 118.27 63.61 <br /> 98.4 239,006 118.27 63.61 <br />#3 1 0.320 50.00 2.50 1.0000 1.0000 1 2.4 33,138 16.40 8.67 <br /> 259.3 231,854 114.73 61.67 <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. <br />(ft) Horiz. Dist. <br />(ft) Velocity <br />(fps) Time (hrs) <br /># # <br />#1 1 7. Paved area and small upland 1.62 15.40 948.04 2.560 0.102 <br /> gullies <br />#1 1 Time of Concentration: 0.102 <br />#2 1 7. Paved area and small upland 2.49 7.00 281.00 3.170 0.024 <br /> gullies <br /> 8. Large gullies, diversions, and low 1.55 14.00 903.05 3.730 0.067 <br /> flowing streams <br />#2 1 Time of Concentration: 0.091 <br />Filename: 10yr-24hr Sediment Pond Design.sc4 Printed 05-08-2007 <br />