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Rectangular Channel Analysis & Design <br /> Open Channel - Uniform flow <br /> Worksheet Name: BURKE TRUCK <br /> Comment : VIADUCT <br /> Solve For Depth <br /> Given Input Data: <br /> Bottom Width 4 . 00 ft <br /> Manning' s n 0 . 012 <br /> Channel Slope0 . 0050 ft/ft <br /> Discharge 20 . 00 cfs <br /> Computed Results : <br /> Depth 0 . 82 ft <br /> Velocity 6 . 10 fps <br /> Flow Area 3 . 28 sf <br /> Flow Top Width4 . 00 ft <br /> Wetted Perimeter5 . 64 ft <br /> Critical Depth0 . 92 ft <br /> • <br /> �,15 Q <br /> 81. <br /> A Qu u DUCT <br /> NT5 <br />