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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />CHANNEL S2 PM-5 <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 2.00 cfs <br />Slope 3.00 $ <br />Sideslopes (L and R) 3.00:1 3.00:1 <br />Bottom Width 2.00 feet <br />Freeboard .3 ft <br />RESULTS: <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 />0.28 ft <br />0.58 ft <br />3.67 ft <br />5.47 ft <br />2.53 fps <br />0.79 sq ft <br />0.21 ft <br />0.036 <br />0.96 <br />0.156 ft ( 1.88 in) <br />0.125 ft ( 1.50 in) <br />0.042 ft ( 0.50 in) <br /> <br />• <br />• <br />7-12-64 Revised 05/08/98 <br />