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• <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Desgn <br />Subwatershed Hydro%gy Defai/; <br /> <br />Stru SWS SWS Area Time of Musk K ~~ Peak Runoff <br /> Cori MuskX UHS Discharge Volume <br /># # (ac) (hrs) (hrs) Number (trs) (ac-ft) <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 5 0.21 0.928 <br /> 110.436 4.76 8.738 <br />Subwatershed Sedimento%gy Detai/; <br />• <br /> Peak Peak <br />Stru SWS Sediment Sedlmen[ Settleable 24VW <br /># # Soil K L (ft) S (%) C P PS # CpM. ~~ <br /> (tons) (ml/I) <br /> (mgp) (mlp) <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 2.5 4,693 0.00 0.00 <br /> 43.4 6,464 0.64 0.54 <br />Subwatershed Time of Concentration Detai/s; <br />Stru <br /># ~ SWS <br /># ~~ Flow Condition Slope (°h) Vert. Dist. <br />(ft) Horiz. Dist <br />(ft) Velodty <br />(fps) Time (hrs) <br /># 1 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 S. Nearly bare and untllled, and <br />alluvial valley fans 3.00 3,806.00 126,866.70 1.730 20.370 <br />#i 2 Time Of Concentration: ~ 20370 <br />Subwatershed Muskingum Routing Detai/s: <br />• <br />Stru SWS Land Flow Corulition Slope (%) Vert. Dlst. Horiz. Dist Veloaty Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 S. Neady bare and unfilled, and 3.00 114.18 3 <br />606.00 1.730 0.611 <br /> alluvial valley fans , <br />#1 1 Muskingum K: 0.613 <br />9 <br />_ 1RP~~IN++2tD1) Attachment 2 05 3(~ -10-32 <br />Filename: 008MOD-CN-25YR.sal Printed 12-~0-2001 <br />