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SEDCAD+ RIPRAP CHANNEL DESIGN <br />Pond 2 Emergency Spillway Exit Cha>tmel <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />RESULTS: <br />TRAPEZOIDAL <br />1.00 cfs <br />33.00 $ <br />4.00:1 4.00:1 <br />10.00 feet <br />1 ft <br />Steep Slope Design - Simons/OSM 1•[ethod <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 />0.01 ft <br />1.01 ft <br />10.05 ft <br />18.05 ft <br />16.93 fps <br />0.06 sq ft <br />0.01 ft <br />0.035 <br />38.90 <br />0.938 ft (11.25 in) <br />0.750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br /> <br />l J <br /> <br />7-(2 8 May 1996 <br />