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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />r~ <br />U <br />FILL 8 AREA, D84A, 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 <br />28.34 cfs <br />36.00 $ <br />3.00:1 3.00:1 <br />6.00 feet <br />.3 ft <br />RESULTS: <br />• <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 />Manninq's n <br />Froude Number <br />Dmax <br />D50 <br />D10 <br />0.02 ft <br />0.32 ft <br />6.14 ft <br />7.94 ft <br />198.97 fps <br />0.14 sq ft <br />0.02 ft <br />0.041 <br />230.23 <br />1.875 ft (22.50 in) <br />1.500 ft (18.00 in) <br />0.500 ft ( 6.00 in) <br />• <br />