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SEDCAD+ ERODIBLE CHANNEL DESIGN <br />NE1 PP-II <br />Limiting Velocity Technique <br />Sediment-laden Water <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Manning's n <br />Max. Velocity <br />Material <br />Freeboard <br />TRIANGULAR <br />0.62 cfs <br />22.00 t <br />3.00:1 (L) <br />0.030 <br />6.00 fps <br />CORSE GRAVEL <br />.3 ft <br />RESULTS: <br />Actual Discharge 0. 61 cfs <br />Depth 0. 20 ft <br />with Freeboard 0. 50 ft <br />Top width 1. 22 ft <br />with Freeboard 3. 02 ft <br />Velocity 4. 91 fps <br />Cross Sectional Area 0. 12 sq ft <br />. Hydraulic Radius 0. 10 ft <br />Froude Number 2. 71 <br /> <br />3.00:1 (R) <br />20-1-11 Revised 08/19/96 <br />