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~ 1, <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS <br />SWSArea Time of <br />Musk K <br />Curve Peak Runoff <br /> <br /># # Conc <br />Musk X <br />UHS Discharge. Volume. <br /> (ac) (hrs) (hrs).. Number <br />(cfs) <br />(ac-ft) <br />#1 1 0.140 0.002 0.000 0.000 87.000 M 0.14 0.011 <br /> 0.140 0.14 0.011 <br />Subwatershed Sedimento%gy Detai/; <br />1 <br />• <br /> Peak- Peak. _ <br />Stru SWS Sediment Sediment Settleable. 24VW <br /> <br />Soil K L (ft) ' S (%) C P PS # . <br /># # <br /> <br />Conc.. . <br /> <br />"". <br />Conc . <br /> <br />. (tons). . <br />. ml <br />( /) <br /> <br />#1 1 0.370 50.00 50.00 0.2600 1.0000 1 1.3 190,458 55.71 41.06 <br /> 1.3 190,458 55.71 41.06 <br />Subwatershed Time of Concentration Detai/s; <br />Stku SWS o) Vert: Dist." " " HOni." Disc . " Vetoci " <br /># # Larid Flow Condition" .- Slope (/o tY Time- (hrs)_. <br />`.. (ft) , (ft) (fps) " <br />#1 1 4. Cultivated, straight row 50.00 25.00 50.00 6.320 0.002 <br />#i i Time of Concentration: 0.002 <br />Filename: Slope2.sc4 <br />Printed 05-10-2000 <br />