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SEDCAD+ RIPRAP CHANNEL DESIGN <br />• <br />bleat Pyeatt Diversion <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Hottom Width <br />Freeboard <br />TRAPEZOIDAL <br />72.00 cfs <br />15.60 $ <br />2.00:1 2.00:1 <br />3.00 feet <br />1 ft <br />RESULTS: <br />• <br />1~1 <br />f~ <br />Steep Slope Design - PADER Method <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 />1.33 ft <br />2.33 ft <br />8.33 ft <br />12.33 ft <br />9.54 fps <br />7.54 sq ft <br />0.84 ft <br />--~ -0.055 <br />1.77 <br />0.938 ft (11.25 in) <br />0.750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br />REVISION .=1~'P^OVED <br />~_~Z - - - <br />