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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Subwatershed Hydro/ogy Detai/: <br /> <br />SVU sW5 <br />sW5 Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(cfs) <br />(a[-R) <br />#1 1 15.520 0.000 0.098 0.314 86.000 1866 7.56 0.552 <br />2 7.000 0.000 0.237 0.243 86.000 TRSS 3.41 0.249 <br /> 22.520 10.03 0.802 <br />Subwatershed Sedimento/ogy Detai/; <br /> Peak Peak <br />stru sWS Sediment Sediment Settleable 24VW <br /># # Soil K L (ft) 5 (%) C P PS # <br />Conc. <br />Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.240 1,018.00 8.30 0.5200 1.0000 1 86.3 222,017 124.85 60.81 <br />2 0.240 315.00 9.50 0.5200 1.0000 1 24.3 134,602 75.69 38.62 <br /> 110.5 199,473 112.15 54.04 <br />• <br />Subwatershed Muskingum Routing Detai/s: <br />Stru SWS land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (R) (ft) (fps) <br />#1 1 5. Nearly bare and untllled, and 8.35 85.00 1 <br />018.00 2.880 0.098 <br /> alluvial valley fans , <br />i!1 1 Muskingum K: 0.098 <br />#1 2 5. Nearly bare and unfilled, and 9.52 30.00 315.00 3.080 0 <br />028 <br /> alluvial valley fans . <br /> 5. Nearly bare and unfilled, and 0.96 7.00 730.00 0.970 0 <br />209 <br /> alluvial valley fans . <br />#1 2 Muskingum K: 0.237 <br />fl ~' <br />1 <br />Filename: PCC-RNSedPOnd.sc4 <br />Printed 11.28-2000 <br />14-6 -62 11 /00 <br />