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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design $ <br />i• <br />Subwatershed Hydro%gy Detai/; <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Curve <br />Musk X UHS ~ Discharge Volume <br /># # (ac) (hrs) Number <br /> (hrs) (cfs) (ac-ft) <br />#1 1 15.610 0.261 0.261 0.323 71.000 S 1.20 0.346 <br />2 19.730 0.387 0.387 0.275 85.000 M 8.76 1.307 <br /> 35.340 9.18 1.653 <br />Subwatershed Sedimento/ogy Detai/; <br />f, J <br /> I Peak Peak <br />Stru SWS ~ Sediment Sediment Settleable 24VW <br /># # Soil K L (ft) 5 (%) C P PS # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.320 2,927.00 4.30 0.5000 1.0000 1 26.9 144,665 71.10 40.28 <br />2 0.320 2,927.00 4.30 0.5000 1.0000 1 172.6 201,209 117.69 67.10 <br /> 199.4 193,767 110.84 62.19 <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#i 1 6. Grassed waterway 4.30 125.86 2,926.97 3.110 0.261 <br />#1 1 Time of Concentration: 0.261 <br />#1 2 5. Nearly bare and unfilled, and q,34 126.00 2,903.96 2.080 0.387 <br /> alluvial valley fans <br />#1 2 Time of Concentration: 0.387 <br />Subwatershed Muskingum Routing Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 6. Grassed waterway 4.30 125.86 2,926.97 3.110 0.261 <br />#1 1 Muskingum K: 0.261 <br />#1 2 5. Nearly bare and unfilled, and q.34 126.00 2,903.96 2.080 0.387 <br /> alluvial valley fans <br />#1 2 Muskingum K: 0.387 <br />(REVISED 11-08-01) - - - - <br />Filename: 009PON D 10dmodifiedcn.sc4 <br />Attachment 2.05.3(3) -10-57 <br />Printed 11-09-2001 <br />