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SEDCAD 4 for Windows <br />Copyright 7998 Pamela J. Schwab <br />Civil Software Design <br />• Subwatershed Hydro%gy Detai/; <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve DHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(6s) <br />(ac-R) <br />#2 1 1.640 0.084 0.000 0.000 86.000 M 1.52 0.116 <br />2 0.520 0.094 0.000 0.000 63.000 M 0.03 0.004 <br /> 2.160 1.55 0.120 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS Sediment Sr~i <br />nt Se~ <br />ele 24VW <br /># # Soil K L (ft) S (%) C p ~ # nC rac <br /> (tons) (ml/I) <br /> (mg/I) (ml/1) <br />#2 1 0.370 150.00 0.50 1.0000 0.8000 1 1.0 12,463 3.65 1.89 <br />2 0.370 40.00 17.00 0.0380 1.0000 1 0.0 31,166 9.12 8.16 <br />~ 1.0 12,627 3.75 1.91 <br /> <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS <br />Land Flow Condition <br />Slope (%) Vert. Dist. Horiz. Dist. Velocity <br />Time (hrs) <br /># # (R) (R) (fPs) <br />#2 1 5. Nearly bare and unfilled, and 40.00 18.00 45.00 6.320 0.001 <br /> alluvial valley fans <br /> 5. Nearly bare and untllled, and 0.50 0.91 184.00 0.700 0.073 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 1.16 117.00 3.000 0 <br />010 <br /> Flowing streams . <br />#2 1 Time of Concentration: 0.084 <br /> <br />Filename: drillpadSAERev3.srA Printed 03-06-2001 <br />