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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />~'~ <br />TYPICAL POND INLET ARMOR <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 40.00 cfs <br />Slope 50.00 ~ <br />Sideslopes (L and R) 5.00:1 5.00:1 <br />Bottom Width 2.00 feet <br />Freeboard .3 ft <br />RESULTS: <br />E~,:~ <br />Steep Slope Design - PADER Method <br />Depth 0.76 ft <br />with Freeboard 1.06 ft <br />Top Width 9.63 ft <br />with Freeboard 12.63 ft <br />Velocity 9.01 fps <br />Cross Sectional Area 4.44 sq ft <br />Hydraulic Radius 0.45 ft <br />Manning's n 0.069 <br />Froude Number 2.34 <br />Dmax 0.938 ft (11.25 in) <br />D50 0.750 ft ( 9.00 in) <br />D10 0.250 ft ( 3.00 in) <br />Certifimtion of page WW-36 <br />Dated 4/'13/93 <br />':,., <br />.~.• <br />'~: <br />v <br />E~ <br />MISC - 1 New 4/13/94 <br />