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SEDCAD 4 for Wino ; <br />Copyngnt r598 Pamela J Scnwao <br />Civil Sohware Desgn <br />• <br />.. ~ v~atershed Hydrology Detail; <br />stru SWS SWS Area Time of Conc Musk K Curve Peak Runoff <br /># # (ac) (hrs) (hrs) Musk K Number UHS I Discharge Volume <br /> ds ac-R <br /># 1 1 1.200 0.120 0.000 0.000 88.000 ht j 1.05 0.08 <br /> E 1.200 ~ 1.05 0.08 <br />#2 F 1.200 ~ 1.05 0.08 <br />Subwatershed Sedimento%gy Detai/: <br /> Peak Peak <br />Stru # 5#S soil K L (R) S (%) C P PS # Sediment Sediment settleable 24VW <br /> (tans) Conc. Conc. (ml/I) <br /> m I mlll <br />#1 1 0.320 220.00 0.80 0.3000 1.0000 1 0.3 5,963 3.74 1.96 <br />S I 0.3 5,963 3.74 1'96 ~ <br />#2 F, ~ 0.2 3,303 1.65 O.S6 <br /> Subwatershed Time of Concentration Detai/s: <br />• Stru SWS <br />Land Flow Condition ° Vert. Dis[. Horiz. Dist, <br />Slope (/°) Veloc:ry <br />Tme (hrs) <br />Y (ft) (ft) (fps) <br />~~ ~ 1 t s. Nearly bare and unulletl, and 1.00 230 230.00 :.000 0.063 I <br /> alluvial valley fans <br /> 6. Grassed waterway 0.50 1.10 220.00 1.060 0.057 <br /> n1 1 Time of Concentration: 0.120 <br />• <br /> <br />Filename: yampa2.sc4 Printed 11-06-1999 <br />