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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />FILL 2 AREA, DS2C, 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 />RESULTS: <br />TRAPEZOIDAL <br />6.78 cfs <br />22.00 $ <br />3.00:1 3.00:1 <br />6.00 feet <br />.3 ft <br />Steep Slope Design - Simons/OSM Method <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 />0.07 ft <br />0.37 ft <br />6.45 ft <br />8.25 ft <br />14.56 fps <br />0.47 sq ft <br />0.07 ft <br />0.037 <br />9.55 <br />0.938 ft (11.25 in) <br />0.750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br /> <br />