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C <br />Friction Method <br />Solve For <br />Manning Formula <br />Normal Depth <br />Roughness Coefficient 0.030 <br />Channel Slope 0.01000 ft/ft <br />Left Side Slope 2.00 ft/ft (H:V) <br />Right Side Slope 20.00 ft/ft (H:V) <br />Discharge 15.20 ft'/s <br />Normal Depth <br />Flow Area <br />Wetted Perimeter <br />Hydraulic Radius <br />Top Width <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow Type <br />Subcritical <br />0.74 ft <br />6.01 ft2 <br />16.45 ft <br />0.37 ft <br />16.26 ft <br />0.65 ft <br />0.01935 ft/ft <br />2.53 ft/s <br />0.10 It <br />0.84 ft <br />0.73 <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 />0.74 <br />ft <br />Critical Depth <br />0.65 <br />ft <br />Channel Slope <br />0.01000 <br />ft/ft <br />Critical Slope <br />0.01935 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SolBtintl rMaster V8i (SELECTseries 1) [08.11.01.031 <br />21241201411:06:53 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />