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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil So/tware 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) ~ (cfs) (ac-ft) <br />#I 1 15.610 0.261 0.261 0.323 71.000 S 2.41 0.575 <br />2 19.730 0.387 0.387 0.275 85.000 M 12.28 1.808 <br /> 35.340 ! 13.57 2.383 <br />8 <br />Subwatershed Sedimento/ogy Detai/: <br /> <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L ft <br />O S (%) C P PS # Conc. Conc <br /> (tons) (mt/I) <br /> (mg/p (ml/I) <br />#1 1 0.320 2,927.00 4.30 0.5000 1.0000 1 ~ 53.0 173,418 89.66 49.73 <br />2 0.320 2,927.00 4.30 0.5000 1.0000 1 250.0 209,842 123.64 70.58 <br /> 302.7 202,967 116.97 66.13 <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 />#1 1 6. Grassed waterway 9.30 125.86 2,926.97 3.110 0.261 <br />#1 1 Time of Concentration: 0.261 <br /> 5. Nearly bare and unfilled, and <br />#1 2 <br />alluvial valley fans q,34 126.00 2,903.96 2.080 0.387 <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) I <br /># # (ft) (ft) (fps) <br />#1 1 6. Grassed waterway 4.30 125.66 2,926.97 3.110 0.261 <br />#1 1 Muskingum K: 0.261 <br />#1 2 5. Nearly bare and unfilled, and 4.34 126.00 2 <br />903.96 2.080 0.387 '~ <br /> alluvial valley fans , <br />#1 2 Muskingum K: 0.3~ <br />• (REVISED 11-08-01) , <br />Filename: 009 PON D 25d mod if ed cn.sc4 <br />Attachment 2.05.3(3) -10-49 <br />Printed 11-09-2001 <br />