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<br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />8 <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS SWS Area Time of Musk K Curve Peak Runoff <br /> Conc Musk X UHS Discharge Volume <br /># # (ac) (hrs) Number <br /> (ham) (cfs) (ac-ft) <br />#1 1 0.370 0.018 0.000 0.000 80.000 M 0.45 0.034 <br /> 0.370 0.45 0.034 <br />Subwatershed Sedimento%gy Detai/; <br /> <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L (ft) S (%) C P PS # <br />Conc. <br />Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.320 100.00 13.00 0.2000 0.9000 1 1.1 45,641 29.19 16.09 <br />~', 1.1 45,641 29.19 16.09 <br />Subwatershed Time ofConcentratioa Detaits; <br />Stru SWS Land Flow Condition <br />- Slope (%) Vert: Dist. Horiz. Dist. Velocity .Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Nearly bare and unfilled, and 3.25 4.00 123.00 1.800 0 <br />016 <br /> alluvial valley fans . <br />#1 1 Time of Concentration: 0.018 <br /> <br />Filename: borrowSaeSlltlenceRevl.sc4 Printed 06-17-2002 <br />