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SEDCAD+ ERODIBLE CHANNEL DESIGN <br />------------------------------- <br />Pond 2 Emergency Spillway Crest <br />Limiting Velocity Technique <br />Clear Water <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Bottom Width <br />Manning's n <br />Max. Velocity <br />Material <br />Freeboard <br />TRAPEZOI]~AL <br />1.00 cfs <br />1.00 $ <br />4.00:1 (L) <br />20.00 ft <br />0.020 <br />2.50 fps <br />ORDINARY FIRM LOAM <br />1 ft <br />RESULTS: <br />Actual Discharge 1.00 cfs <br />Depth 0.05 ft <br />with Freeboard 1.05 ft <br />Top Width 20.40 ft <br />with Freeboard 28.40 ft <br />Velocity 1.00 fps <br />Cross Sectional Area 1.00 sq ft <br />Hydraulic Radius 0.05 ft <br />Froude Number 0.79 <br />4.00:1 (R) <br />• <br />J <br />• <br />7-60 <br />8 May 1996 <br />