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SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br />Subwatershed Hydro%gy Detai/; <br /> Tme of Peak Runoff <br />Stru SWS SWS Area Gonc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(cfs) <br />(ac-ft) <br />#1 1 0.520 0.026 0.000 0.000 94.000 M ~ 1.07 0.098 <br /> 0.520 1,07 0.098 <br />Subwatershed Sedimento%gy Detai/: <br /> Peak Peak ~. <br />Stru SWS Sediment 5 <br />nt ble <br />SeCl <br />e 24VW <br />Soil K L (ft) S (%) <br /># # C P PS # Conc. o <br />ra <br /> (tons) ~ (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.370 100.00 14.00 0.7100 1.0000 1 15.7 196,874 115.41 65.74 <br /> 15.7 196,874 115.41 65.74 <br />Subwatershed Time of Concentration Detai/s; <br />• <br />r1 <br />LJ <br />Stru SWS Land Ftow Condition Stope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (R) (ft) (fps) <br />#1 1 5. Nearly bare and untitled, and 13.60 17.00 124.99 3.680 0.009 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 5.80 26.85 463.00 7.220 0.017 <br /> Flowing streams <br />#1 1 lime of Concentration: 0.026 <br />Filename: DitchD99.srA Printed 04-03-2002 <br />