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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />i• <br />Subwatershed Hydro/ogy Detai/: <br />9 <br /> <br />Stru SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak <br />~ Runoff <br /> ConC Musk X UHS Discharge Volume <br />~ ~ (ac) <br />(hrs) (hrs) Number <br />(cfs) <br />(ac-f[) <br /># 1 I 85.243 13.606 0.611 0.252 85.000 M 4.64 7.809 <br />2 25.193 20.370 0.408 0.302 71.000 S 0.21 0.928 <br />~, 110.436 4.76 8.738 <br />Subwatershed Sedimento/ogy Detai/: <br />• <br /> Peak Peak <br />Stru SWS ', Sediment Sediment Settleable 24VW <br />~ It Soil K L (ft) S (%) C P PS k Conc. Conc <br /> (tons) (ml/I) <br /> i (mg/I) (ml/I} <br />#1 1 0.320 100.00 3.00 0.5000 1.0000 1 ~ 40.8 6,541 0.70 0.58 <br />2 0.370 100.00 3.00 0.5000 1.0000 1 2.6 4,693 0.00 0.00 <br /> 43.4 6,464 0.64 0.54 <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS Land Flow Condition Scope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />kl 1 6. Grassed waterway 3.00 3,806.00 126,866.70 2.590 13.606 <br />#1 1 Time of Concentration: 13.606 <br />#1 2 5. Nearly bare and unfilled, and 3.00 3,806.00 126,866.70 1.730 20.370 <br /> alluvial valley fans <br /> <br />#1 2 Time of Concentration: 20.370 <br />Subwatershed Muskingum Routing Detai/s: <br />5[ru SWS <br />Land Flow Condition Vert. Dist. Horiz. Dist. <br />Slope (%) Velocity <br />Time (hrs) <br />~ # (ft) (ft) (fps) <br />x 1 t 5. Newly bare and unfilled, and 3.00 114.18 3 <br />806.00 1.730 0.611 <br /> alluvial valley fans , <br />#1 1 Muskingum K: 0.611 <br />(REVISED 03/02) <br />Filename: 008MOD-C N-25YR-ASB U I LT.srA <br />Attachment 2.05.3(3)-12-19 <br />Printed 03-25-2002 <br />