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SEDCAD+ RIPRAP CHANNEL DESIGN <br />• Channel S2 PM-6 MID LOWER <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 103.00 cfs <br />Slope 2.00 $ <br />Sideslopes (L and R) 3.00:1 3.00:1 <br />Bottom Width 10.00 feet <br />Freeboard .3 ft <br />RESULTS: <br />Steep Slope Design - Simons/OSM Method <br />Depth 0.78 ft <br />with Freeboard 1.08 ft <br />Top Width 14.67 ft <br />with Freeboard 16.47 ft <br />Velocity 10.72 fps <br />Cross Sectional Area 9.61 sq ft <br />Hydraulic Radius 0.64 ft <br />Manning's n 0.037 <br />Froude Number 2.33 <br />• <br />Dmax 0.938 ft (11.25 inj <br />D50 0.750 ft ( 9.00 in) <br />D10 0.250 ft ( 3.00 in) <br />• <br />~ - 12 -151 <br />Revised 08/04/98 <br />