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Trapezoidal Channel Analysis & Design <br /> Open Channel - Uniform flow <br /> • <br /> Worksheet Name: BURKE TRUCK <br /> Comment : SWALE TO WESTERN BASIN <br /> Solve For Discharge <br /> Given Input Data: <br /> Bottom Width 5 . 00 ft <br /> Left Side Slope5 . 00 : 1 (H:V) <br /> Right Side Slope5 . 00 :1 (H:V) <br /> 0 Manning' s n 0 . 040 <br /> Channel Slope0 .0050 ft/ft <br /> Depth 1 . 00 ft <br /> Computed Results: <br /> 4 Discharge 19 .87 cfs <br /> Velocity 1 . 99 fps <br /> Flow Area 10 . 00 sf <br /> Flow Top Width15 . 00 ft <br /> Wetted Perimeter15 .20 ft <br /> Critical Depth0 . 63 ft <br /> s Critical Slope0 . 0307 ft/ft <br /> Froude Number0 .43 (flow is Subcritical) <br /> y - — <br /> S <br /> Open Channel Flow Module, Version 3 . 16 (c) 1990 <br /> Haestad Methods, Inc. * 37 Brook <br />