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SEDCAD+ RIPRAP CHANNEL DESIGN <br />Pond 3 Emergency Spillway Exit Channel <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />RESULTS: <br />TRAPEZOIDAL <br />4.00 cfs <br />22.00 $ <br />4.00:1 4.00:1 <br />14.00 feet <br />1 ft <br />Steep Slope Design - Simons/OSM I![ethod <br />Depth 0.02 ft <br />with Freeboard 1.02 ft <br />Top Width 14.19 ft <br />with Freeboard 22.19 ft <br />Velocity 11.69 fps <br />Cross Sectional Area 0.34 sq ft <br />Hydraulic Radius 0.02 ft <br />Manning~s n 0.034 <br />Froude Number 13.26 <br />Dmax 0.625 ft ( 7.50 in) <br />D50 0.500 ft ( 6.00 in) <br />D10 0.167 ft ( 2.00 in) <br />CJ <br /> <br />• <br />~]_']g 8 May 7996 <br />