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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />• West Pyeatt Diversion <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 72.00 cfs <br />Slope 15.60 $ <br />Sideslopes (L and R) 2.00:1 2.00:1 <br />Bottom Width 8.00 feet <br />Freeboard 1 ft <br />RESULTS: <br />Steep Slope Design - Simons/OSM Method <br /> Depth 0.54 ft <br /> with Freeboard 1.54 ft <br /> Top Width 10.16 ft <br /> with Freeboard 14.16 ft <br /> Velocity 14.70 fps <br /> Cross Sectional Area 4.90 sq ft <br /> Hydraulic Radius 0.47 ft <br /> Manning~s n 0.040 <br /> Froude Number 3.73 <br />• Dmax 1 563 €t (18.75 in) <br /> D50 1.250 ft (15.00 in) <br /> D10 0.417 ft ( 5.00 in) <br />• _ _ <br />- ------ - ------ <br /> ;tr1~ISI0i~ r.:~?ROVELi <br /> - -., . _ . /o/y-~96-- -- <br /> ~_ > >__ _ ~R-7z_ - <br />