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SEDCAD+ ERODIBLE CHANNEL DESIGN <br />------------------------------- <br />SENECA II-W TSPILE QQ DITCH QQ-Dl <br />Limiting Velocity Technique <br />Sediment-laden Water <br />INPUT VALUES: <br />Shape TRIANGULAR <br />Discharge 0.11 cfs <br />Slope 14.80 <br />Sideslopes 1.00:1 (L) 1.00:1 (R) <br />Manning~s n 0.030 <br />Max. Velocity 5.00 fps <br />Material GRADED LOAM - COBBLES NONCOLLOIDAL <br />Freeboard .3 ft <br />RESULTS: <br />Actual Discharge 0.11 cfs <br />Depth 0.19 ft <br />with Freeboard 0.49 ft <br />Top Width 0.37 ft <br />with Freeboard 0.97 ft <br />Velocity 3.11 fps <br />Cross Sectional Area 0.03 sq ft <br />Hydraulic Radius 0.07 ft <br />Froude Number 1.80 <br />