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SEDCAD+ VEGETATED CHANNEL DESIGN <br />-------------------------------- <br />Roadside Refuse Pile DM #17 <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Max. velocity <br />Material <br />Freeboard <br />TRIANGULAR <br />2.83 cfs <br />3.00 <br />5.50:1 (L) <br />7.OOOfps <br />SMOOTH BROME <br />.3 ft <br />RESULTS: <br />STABILITY CLASS B <br />Actual Discharge 2.82 <br />Depth 0.99 <br />Top width 10.94 <br />velocity 0.52 <br />Cross Sectional Area 5.45 <br />Hydraulic Radius 0.49 <br />Manning~s n 0.310 <br />Froude Number 0.13 <br />CAPACITY CLASS B <br />2.82 cfs <br />0.99 <br />10.94 <br />0.52 fps <br />5.45 sq ft <br />0.49 ft <br />0.310 <br />0.13 <br />5.50:1 (R) <br />w/ FREEBOARD <br />1.29 ft <br />14.24 ft <br />