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SEDCAD+ RIPRAP CHANNEL DESIGN <br />_____________________________ <br />Pand 22-P10 road side drainage ditch <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />9ideslopes (L antl R) <br />Freeboard <br />TRIANGULAR <br />16.49 cfs <br />12.00 % <br />2.00:1 2.00:1 <br />.3 Pt <br />RESULTS: <br />Steep Slope Design - PADER Method <br />Depth <br />with Freeboard <br />Top Witlth <br />with Freeboard <br />Velocity <br />Gross Sectional Area <br />Hydraulic Radius <br />ltannin9's n <br />Froude Number <br />Dmax <br />D50 <br />D10 <br />1.11 ft <br />1.41 ft <br />4.43 ft <br />5.63 ft <br />8.73 fps <br />2.45 sq ft <br />0.49 ft <br />0.046 <br />1.59 <br />0.625 ft ( 7.SD in) <br />0.500 ft ( 6.00 in) <br />0.167 ft ( 2.00 in) <br />