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Project Description <br />Friction Method Manning Formula <br />Solve For Discharge <br />Input Data <br />Roughness Coefficient 0.069 <br />Channel Slope 20.000 % <br />Normal Depth 1 00 ft <br />Left Side Slope 4.00 ft/ft (H V) <br />Right Side Slope 4.00 ft/ft (H:V) <br />Bottom Width 10.00 ft <br />Results <br />Discharge 113.00 ft /s <br />Flow Area 14.00 ft <br />Wetted Perimeter 18.25 ft <br />Hydraulic Radius 0.77 ft <br />Top Width 18.00 ft <br />Critical Depth 1.32 ft <br />Critical Slope 0.07132 ft/ft <br />Velocity 8.07 ft/s <br />Velocity Head 1.01 ft <br />Specific Energy 2.01 ft <br />Froude Number 1.61 <br />Flow Type Supercritical <br />GVF Input Data <br />Downstream Depth <br />Length <br />Number Of Steps <br />GVF Output Data <br />Upstream Depth <br />Profile Description <br />Profile Headloss <br />Downstream Velocity <br />Upstream Velocity <br />Normal Depth <br />Critical Depth <br />Channel Slope <br />Chief Bench Max Flow <br />0.00 ft <br />0.00 ft <br />0 <br />0.00 ft <br />0.00 ft <br />Infinity ft/s <br />Infinity ft/s <br />100 ft <br />1.32 ft <br />20.000 % <br />Bentley Systems, Inc. Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] <br />3/8/2013 2:27:14 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203 - 755 -1666 Page 1 of 2 <br />