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West Perimeter itch - A6 to F4 <br />C <br />Bentley Systems, Inc. Haestad Methods SoIBkWd wMaster V8i (SELECTseries 1) (08.11.01.03) <br />2/21/2014 5:22:41 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />Friction Method <br />Manning Formula <br />Solve For <br />Normal Depth <br />Roughness Coefficient <br />0.030 <br />Channel Slope <br />0.00200 <br />ft/ft <br />Left Side Slope <br />2.00 <br />ft/ft (H:V) <br />Right Side Slope <br />3.00 <br />ft/ft (H:V) <br />Bottom Width <br />12.00 <br />ft <br />Discharge <br />119.30 <br />ft'/s <br />Normal Depth <br />2.22 <br />ft <br />Flow Area <br />38.98 <br />ft2 <br />Wetted Perimeter <br />23.99 <br />ft <br />Hydraulic Radius <br />1.62 <br />ft <br />Top Width <br />23.10 <br />ft <br />Critical Depth <br />1.32 <br />ft <br />Critical Slope <br />0.01324 <br />ft/ft <br />Velocity <br />3.06 <br />ft/s <br />Velocity Head <br />0.15 <br />ft <br />Specific Energy <br />2.37 <br />ft <br />Froude Number <br />0.42 <br />Flow Type <br />Subcritical <br />Downstream Depth <br />0.00 <br />ft <br />Length <br />0.00 <br />ft <br />Number Of Steps <br />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 />2.22 <br />ft <br />Critical Depth <br />1.32 <br />ft <br />Channel Slope <br />0.00200 <br />ft/ft <br />Critical Slope <br />0.01324 <br />ft/ft <br />C <br />Bentley Systems, Inc. Haestad Methods SoIBkWd wMaster V8i (SELECTseries 1) (08.11.01.03) <br />2/21/2014 5:22:41 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />