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SEDCAD+ VEGETATED CHANNEL DESIGN <br />--------------------------------- <br />S2 PM-7 • <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Max. Velocity <br />Material <br />Freeboard <br />RESULTS: <br /> STABILITY CLASS C <br />Actual Discharge 2.89 <br />Depth 0.61 <br />Top Width 3.68 <br />Velocity 2.56 <br />Cross Sectional Area 1.13 <br />Hydraulic Radius O.Z9 <br />Manning's n 0.099 <br />Froude Number 0.81 <br />TRIANGULAR <br />3,00 cfs <br />15,00 ~ <br />3.00:1 (L) <br />5.OOOfps <br />0.3 ft <br />CAPACITY CLASS B <br />2.89 cfs <br />0.84 <br />5.06 <br />1.35 fps <br />2.14 sq ft <br />0.40 ft <br />0.231 <br />0.37 <br />3.00:1 (R) <br />w/ FREEBOARD <br />1.14 ft <br />6.86 ft <br /> <br />J <br />~-Iz- rc,z <br />Revised 08/04/98 <br />