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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />CRDA #2 DM #1 <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Bottom Width <br />Freeboard <br />RESULTS: <br />TRAPEZOIDAL <br />28.60 cfs <br />15.00 e <br />2.20:1 2.20:1 <br />3.00 feet <br />.3 ft <br />Steep Slope Design - PADER Method <br />Depth 0.81 ft <br />with Freeboard 1.11 ft <br />-d'op- Width 6.56 ft <br />with Freeboard 7.88 ft <br />Velocity 7.39 fps <br />_ _ <br />-- Cross Sectional Area <br />;- 3.87 sq ft <br />_ _ _ <br />Hydraulic Radius 0.56 ft <br />----- Manning~s n 0.053 <br />- Froude Number 1.70 <br />-- Dmax 0.625-ft ( 7.50 in) <br />D50 0.500 ft ( 6 . 00 in) l~ ~~ <br />D10 0.167 ft ( 2.00 in) <br /> _ _ <br />Jy - <br />!...: ~ . '~ is _ _ f . <br />