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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />FILL 1 AREA, D1B, 10-YR 24-HR STORM <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />TRAPEZOIDAL i <br />53.27 cfs <br />28.28 $ <br />3.00:1 3.00:1 <br />6.00 fi et <br />.3 ft I <br />RESULTS: <br />Steep Slope Design - Simons/OSM <br />Depth <br />with Freeboard <br />Top Width <br />with Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manning's n <br />Froude Number <br />Dmax <br />D50 <br />D10 <br />0.28 f t <br />0.58 f t <br />7.69 ft <br />9.49 ft ~ <br />27.54 fps <br />1.93 sq ft <br />0.25 ft i <br />0.042 <br />9.68 <br />2.188 ft (26.25 in) <br />1.750 e ft (21.00 in) <br />0.583 e ft ( 7.00 in) <br />Y <br />l J <br />• <br /> <br />