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• <br />SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />West Pyeatt Diversion <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />RESULTS: <br />TRAPEZOIDAL <br />72.00 cfs <br />15.60 4 <br />2.00:1 2.00:1 <br />3.00 feet <br />1 ft <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 <br />ft <br />2.33 <br />ft <br />8.33 <br />ft <br />12.33 <br />ft <br />9.54 <br />fps <br />7.54 <br />sq <br />ft <br />0.84 <br />ft <br />. --..--0.055 <br />1.77 <br />0.938 <br />ft <br />(11.25 <br />in) <br />0.750 <br />ft <br />( 9.00 <br />in) <br />0.250 <br />ft <br />( 3.00 <br />in) <br />REVISION APPROVED <br />TE <br />V,_2- <br />- - <br />