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Channel Design Flow <br /> <br />Project Description <br />Friction Method Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Roughness Coefficient 0.030 <br />Channel Slope 0.00200 ft/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 />Discharge 94.32 ft3/s <br />Results <br />Normal Depth 2.43 ft <br />Flow Area 32.32 ftz <br />Wetted Perimeter 21.38 ft <br />Top Width 20.59 ft <br />Critical Depth 1.52 ft <br />Critical Slope 0.01341 ft/ft <br />Velocity 2.92 ft/s <br />Velocity Head 0.13 ft <br />Specific Energy 2.56 ft <br />Froude Number 0.41 <br />Flow Type Subcritical <br />GVF Input Data <br />Downstream Depth 0.00 ft <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 2.43 ft <br />Critical Depth 1.52 ft <br />Channel Slope 0.00200 ft/ft <br />Critical Slope 0.01341 ft/ft <br />Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001 <br />12/19/2007 10:55:39 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1