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SEDCAD+ VEGETATED CHANNEL DESIGN <br />-------------------------------- <br />• <br />PRE LAW DIVERSION DITCH <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Bottom Width <br />Max. Velocity <br />Material <br />Freeboard <br />TRAPEZOIDAL <br />1.23 cfs <br />4.00 $ <br />3.00:1 (L) <br />5.00 feet <br />5.OOOfps <br />GRASS MIXTURE <br />None <br />RESULTS: <br />STABILITY CLASS C <br />Depth 0.39 <br />Top Width 7.37 <br />Velocity 0.50 <br />Cross Sectional Area 2.44 <br />Hydraulic Radius 0.33 <br />Manning's n 0.284 <br />Froude Number 0.15 <br />l J <br />u <br />CAPACITY CLASS B <br />0.39 <br />7.37 <br />0.46 fps <br />2.44 sq ft <br />0.33 ft <br />0.310 <br />0.14 <br />7-6-3-14 <br />3.00:1 (R) <br />w/ FREEBOARD <br />0.00 ft <br />5.00 ft <br />