Laserfiche WebLink
Page SAE-9 <br />SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br />• Subwatershed Hydro%gy Detai/: <br /> <br />Stru SWS SWS Area Time of Musk K Curve Peak Runoff <br /> Conc MuskX UHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(ds) <br />(ac-ft) <br />#1 1 0.920 0.079 0.000 0.000 89.000 F 0.85 0.066 <br /> 0.920 0.85 0.066 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS nt <br />Sediment S o l <br />Sett <br />e <br />ble 24VW <br />Soil K L (ft) S (%) <br /># # C P PS # ne o <br />ra <br />C- <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.100 200.00 0.50 1.0000 0.9000 1 0.2 3,753 2.35 1.25 <br /> 0.2 3,753 2.35 1.25 <br />Subwatershed Time of Concentration Detai/s: <br />~~ <br />Stru SWS Land Ftow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (R) (ft) (fps) <br />#1 1 5. Nearly bare and unfilled, and D.50 1 <br />00 200 <br />00 700 <br />0 079 <br />0 <br /> alluvial valley fans . <br />. . . <br />#1 1 Time of Concentration: 0.079 <br />L J <br />7 <br />Filename: Pow10-24.sc4 Printed 03-23-2000 <br />