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SEDCAD+ RIPRAP CHANNEL DESIGN <br />FILL 8 AREA, D848, 100-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 <br />57.97 cfs <br />30.00 ~ <br />3.00:1 3.00:1 <br />8.00 feet <br />.3 ft <br />RESULTS: <br />Steep Slope Design - Simons/OSM Method <br />u <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 />0.26 ft <br />0.56 ft <br />9.54 ft <br />11.34 ft <br />25.70 fps <br />2.26 sq ft <br />0.23 ft <br />0.042 <br />9.32 <br />1.875 ft (22.50 in) <br />1.500 ft (18.00 in) <br />0.500 ft ( 6.00 in) <br />• <br />