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<br />' <br /> <br /> Channel Capacity With 0.5 ft of Freeboard <br /> <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Discharge <br /> Input Data <br /> Roughness Coefficient 0.030 <br />' Channel Slope 0.00200 ft/ft <br /> Normal Depth 3.00 ft <br /> Left Side Slope 3.00 ft/ft (H:V) <br /> Right Side Slope 3.00 ft/ft (H:V) <br /> Bottom Width 6.00 ft <br /> Results <br /> Discharge 147.60 ft3/s <br />' Flow Area 45.00 ft2 <br /> Wetted Perimeter 24.97 ft <br /> Top Width 24.00 ft <br />' Critical Depth 1.94 ft <br /> Critical Slope 0.01260 ft/ft <br /> Velocity 3.28 ftls <br /> Velocity Head 0.17 ft <br /> Specific Energy 3.17 ft <br /> Froude Number 0.42 <br />' Flow Type Subcritical <br /> GVF Input Data <br /> 0 <br />00 ft <br /> Downstream Depth . <br /> Length 0.00 ft <br />' Number Of Steps 0 <br /> GVF Output Data <br /> Upstream Depth 0.00 ft <br /> Profile Description <br /> Profile Headloss 0.00 ft <br />' Downstream Velocity Infinity ft /s <br /> Upstream Velocity Infinity ft/s <br /> Normal Depth 3.00 ft <br />' Critical Depth 1.94 ft <br /> Channel Slope 0.00200 ft/ft <br />' Critical Slope 0.01260 fUft <br /> <br /> Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.00] <br /> 12119/2007 10:56:30 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />