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C <br />C] <br />Bench itch - F2 <br />Friction Method Manning Formula <br />Solve For Normal Depth <br />Roughness Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Discharge <br />0.030 <br />1.04 <br />0.02000 <br />ft/ft <br />2.00 <br />ft/ft (H:V) <br />3.00 <br />ft/ft (H:V) <br />11.70 <br />ft3/s <br />Normal Depth <br />1.04 <br />ft <br />Flow Area <br />2.71 <br />ft2 <br />Wetted Perimeter <br />5.63 <br />ft <br />Hydraulic Radius <br />0.48 <br />ft <br />Top Width <br />5.21 <br />ft <br />Critical Depth <br />1.06 <br />ft <br />Critical Slope <br />0.01793 <br />ft/ft <br />Velocity <br />4.31 <br />ft/s <br />Velocity Head <br />0.29 <br />ft <br />Specific Energy <br />1.33 <br />ft <br />Froude Number <br />1.05 <br />Flow Type <br />Supercritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />1.04 <br />ft <br />Critical Depth <br />1.06 <br />ft <br />Channel Slope <br />0.02000 <br />ft/ft <br />Critical Slope <br />0.01793 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SoIBkWd&0 WvMaster V8i (SELECTseries 1) [08.11.01.03] <br />2121/2014 5:26:45 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />