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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sotlware Design <br />i• <br />Subwatershed Hydro/ogy Detai/: <br />9 <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-R) <br /># I 1 85.243 13.606 0.611 0.252 85.000 M 3.31 5.648 <br />2 25.193 20.370 0.408 0.302 71.000 S 0.13 0.558 <br /> 110.436 3.39 6.206 <br />Subwatershed Sedimento/ogy Detai/: <br /> <br /> ~ Peak Peak <br />ru 5 <br />S <br />5 Sediment Sediment Settleable 24VW <br />~ <br /># Soil K L (R) 5 (%) C P PS # Conc. Conc <br /> (tons) (ml/I) <br /> ~ (mg/I) (ml/I) <br />#1 1 0.320 100.00 3.00 0.5000 1.0000 1 I 26.2 6,229 0.64 0.54 <br />2 0.370 100.00 3.00 0.5000 1.0000 1 1.9 4,447 0.00 0.00 <br />Z; 29.6 6,167 0.60 0.50 <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 3.00 3,806.00 126,866.70 2.590 13.606 <br />u 1 1 Time of Concentration: 13.606 <br />#1 2 5. Neady bare and unfilled, and 806.00 <br />3.00 3 126,866.70 1.730 20.370 <br /> alluvial valley fans - , <br />#1 2 Time of Concentration: 20.370 <br />Subwatershed Muskingum Routing Detai/s: <br />Stru SWS <br />Land Flow Condition Vert. Dist. <br />Slope (%) Horiz. Dist. Velocity <br />Time (hrs) <br /># # (R) (R) (fps) <br />#1 1 5. Nearly bare and unfilled, and 3.00 114.18 3,806.00 1.730 0.611 <br /> alluvial valley fans <br />#1 1 Muskingum K: 0.611 <br />(REVISED 03/02) Attachment 2.05.3(3)-12-10 <br />Filename: 008MOD-CN-t OYR-ASBUILT.srA <br />Printed 03-25-2002 <br />