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SEDCAD+ RIPRAP CHANNEL DESIGN <br />• <br />POND 11 EMERGENCY SPILLWAY (OUTFLOW) <br />INPUT VALUE6: <br />Shapo <br />Discharge <br />Slope <br />Sideslopes (L aad R) <br />Bottom Width <br />Freeboard <br />TRAPEZOIDAL <br />38.10 cfs <br />20.00 ~ <br />3.00:1 3.00:1 <br />15.00 feet <br />0.3 ft <br />RESULTS: <br /> <br />I • <br />SLeep Slope Desiga - Simons/GSM Method <br />Depth <br />with Freeboard <br />Top Width <br />with Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manaing's o <br />Fronde Number <br />Dmax <br />D50 <br />D10 <br />0.17 ft <br />0.47 ft <br />16.06 ft <br />17.84 ft <br />14.22 fpa <br />2.68 eq ft <br />D.17 ft <br />0.036 <br />6.13 <br />0.938 ft (11.25 in) <br />0.750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br />