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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Software Design <br />• Subwatershed Hydro/ogy Detai/: <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) (hrs) Number <br /> (hrs) ~ (6s) (ac-fc) <br />#1 1 1.950 D.131 0.000 0.000 90.000 F 2.46 O.Z29 <br /> 1.450 I t 2.46 0.229 <br />#2 ~ 1.450 2.46 0.229 <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS Land Flow Condition Slope (%) Vert. Dis[. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 S. Nearly bare and untitled, and 18.80 135.36 720.00 4.330 0.046 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 9.20 920.00 3.000 0.085 <br /> flowing streams <br />tt1 1 Time of Concentration: 0.131 <br />:• <br />• <br />Filename: CulvertLWAA.sc4 Printed 01-OB-2002 <br />