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I <br />SEDCAD ~ for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software 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) <br />(hrs) (hrs) Number <br />~ ~ ~ <br />(Lis) <br />(ac-R) <br />#1 1 0.040 0.100 0.007 0.334 82.000 TR65 0.02 0.002 <br /> o.oao o.oz o.002 <br />Subwatershed 5edimento/ogy Detai/; <br />n <br />t, J <br /> <br /> Peak Peak <br />Stet SWS Sediment Sediment Settleable 24VW <br />Soil K L R S % <br /># # () ( ) C P PS # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I} (ml/I} <br />#1 1 0.320 17.00 65.90 0.9000 1.0000 1 0.4 425,883 168.29 150.96 <br /> 0.4 425,628 168.06 150.76 <br />Subwatershed Muskingum Routing Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (Rj (R) (fps) <br />#1 1 5. Nearly bare and unfilled, and 71 11.00 17.00 <br />64 8.040 0.000 <br /> alluvial valley fans . <br /> 5. Nearly bare and unfilled, and 3 77 2.00 53.00 1.940 0.007 <br /> alluvial valley fans <br />#1 1 Muskingum K: 0.007 <br />8 <br />Filename: Bow-Vent-2_sc4 <br />TR-12 <br />Exh-8 - 106 - <br />Printed 02-23-2000 <br />2/00 <br />