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SEDCAD+ VEGETATED CHANNEL DESIGN <br /> -------------------------------- <br /> Old Refuse Area Diversion <br /> Z <br /> INPUT VALUES: <br /> Shape TRAPEZOIDAL <br /> Discharge 1 .03 cfs <br /> Slope 23.40 <br /> Sideslopes 3.00: 1 (L) 3. 00: 1 tf: <br /> Bottom Width 6. 00 feet <br /> Max. Velocity S .000fps <br /> Material TALL FESCUE <br /> Freeboard . 3 ft <br /> RESULTS: <br /> FREEBOARD <br /> STABILITY CLASS B CAPACITY CLASS b <br /> Actual Discharge 0.98 0.98 cfs <br /> Depth 0.20 0.20 0 . 50 ft <br /> Top Width 7 .20 7 .20 9. 00 ft <br /> Velocity 0 . 75 0. 75 fps <br /> Cross Sectional Area 1 .32 1 .32 sq ft <br /> Hydraulic Radius 0. 18 0. 18 ft <br /> Manning 's n 0.310 0.310 <br /> Froude Number 0. 31 0.31 <br />