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SEDCAD 4 for Windows <br />Copynght t998 Pamela J. Schwab <br />Civil Sortware Design <br /> <br />Subwatershed Hydro/ogy Detai/: <br />6 <br /> <br />Stru SWS SWS Area Time of <br />Musk K <br />Curve Peak <br />~ Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br />(ac) (hrs) (hrs) Number (cfs) (ac-R) <br />x 1 1 _ 18.900 0.069 _ 0.000_ 0.000 56.000 M 0.17 0.097 <br />~ ~ 18.900 <br />i 0.17 0.097 <br />Subwatershed Time of Concentration Detai/s: <br />tni SWS t.and Flow Condition Slope (%) Vert. Dist. Horiz. Dis[. Velocity ~ Time (hrs <br />x # (R) (ft) (fps) <br />ml I 6. Grassed waterway 11.00 137.50 1,250.00 4.970 0.0~ <br />C7 1 Time of Concentration: 0.01 <br /> <br />• <br />Filename. f <br />Printed OS-27-1999 <br />