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SEDCAD+ ERODIBLE CHANNEL DESIGN <br />• Interceptor Ditch <br />Limiting Velocity Technique <br />Sediment -laden Water <br />INPUT VALUES: <br />Attac_`iment 5 <br />Shape TRIANGULAR <br />Discharge 0.10 cfs <br />Slope 1.00 0 <br />Sideslopes 2.50:1 (L) 2.50:1 (R) <br />Manning's n 0.020 <br />Max. Velocity 3.00 fps <br />Material SILT LOAM NONCOLLOIDAL <br />Freeboard .3 ft <br />RESULTS: <br />Actual Discharge 0.10 cfs <br />Depth 0.17 ft <br />with Freeboard 0.47 ft <br />Top Width 0.85 ft <br />with Freeboard 2.35 ft <br />Velocity 1.37 fps <br />Cross Sectional Area 0.07 sq ft <br />• Hydraulic Radius 0.08 ft <br />Froude Number 0.83 <br />