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SEDCAD+ RIPRAP CHANNEL DESIGN <br /> ----------------------------- <br /> Old Refuse Pile Diversion . <br /> INPUT VALUES: <br /> Shape TRIANGULAR <br /> Discharge 1 .03 cfs <br /> Slope 23.40 % <br /> Sideslopes (L and R) 3.00: 1 3.00: 1 <br /> Freeboard . 3 ft <br /> RESULTS: <br /> Steep Slope Design - Simons/OSM Method <br /> Depth 0.07 ft <br /> with Freeboard 0.37 ft <br /> Top Width 0.41 ft <br /> with Freeboard 2.21 ft <br /> Velocity 72.04 fps <br /> Cross Sectional Area 0.01 Sq ft <br /> Hydraulic Radius 0.03 ft <br /> Manning's n 0.038 <br /> Froude Number 68.33 <br /> Dmax 1 . 250 ft ( 15.00 in) <br /> D50 1 . 000 ft (12.00 in) <br /> D10 0. 333 ft ( 4.00 in) <br />