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SEDCAD+ RIPRAP CHANNEL DESIGN <br />• <br />POND 11 EMERGENCY SPILLWAY (CREST) <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />TRAPEZOIDAL <br />38,10 cfs <br />0.25 ! <br />3.00:1 3.00:1 <br />15.00 feat <br />0.3 ft <br />RESULTS: <br />Mild Slope Design <br /> <br />Depth <br />with Freeboard <br />Top Width <br />with Freeboard <br />Velocity <br />Cross Sectioaal Area <br />Hydraulic Radius <br />Meaning's a <br />Fronde Number <br />Dmax <br />DSO <br />D10 <br />1.11 ft <br />1.41 ft <br />21.65 ft <br />23.65 ft <br />1.86 fpe <br />20.31 sq ft <br />0.92 ft <br />0.038 <br />0.36 <br />1.500 ft (18.00 in) <br />0,750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br />C~ <br />