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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J Schwab <br />Civil Software Design <br />12 <br />• <br />Stru SWS Land Flow Condi[ion Slope (°/a) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br />>k N (ft) (ft) (fps) <br />#2 1 Time of Concentration: 0.014 <br />#2 2 5. Nearly bare and untitled, and 30.58 109.99 359.70 5.520 0.018 <br /> alluvial valley fans <br /> 7. Paved area and small upland 14 <br />50 79.97 159.50 14.250 0.003 <br /> gullies . <br /> 8. Large gullies, diversions, and low 2 <br />00 1.11 55.50 4.240 0.003 <br /> Flowing streams , <br />#2 2 Time of Concentration: 0.024 <br />Subwatershed Muskingum Routing Detai/s; <br />• <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dis[. Velocity Time (hrs) <br /># # (h) (ft) (fPs) <br />#1 5 8. Large gullies, diversions, and low 10.71 120.69 1,126.89 9.810 0.031 <br /> Flowing streams <br />#1 5 Muskingum K: 0.031 <br />#1 6 9. Small streams Flowing bankfull 28.57 187.22 655.30 48.100 0.003 <br />#1 6 Muskingum K: 0.003 <br />Filename: pond3.sc4 Printed 04.23-2001 <br />