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n <br />u <br />Friction Method <br />Solve For <br />Roughness Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />Discharge <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 />West Perimeter Ditch - A6 <br />Manning Formula <br />Normal Depth <br />Subchtical <br />0.030 <br />0.00 <br />0.00200 <br />ft/ft <br />2.00 <br />ft/ft (H:V) <br />3.00 <br />ft/ft (H:V) <br />12.00 <br />ft <br />50.00 <br />ft3/s <br />1.38 ft <br />21.26 ft2 <br />19.43 ft <br />1.09 ft <br />18.88 ft <br />0.77 ft <br />0.01533 ft/ft <br />2.35 ft/s <br />0.09 ft <br />1.46 ft <br />0.39 <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <br />Upstream Depth 0.00 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 />1.38 <br />ft <br />Critical Depth <br />0.77 <br />ft <br />Channel Slope <br />0.00200 <br />ft/ft <br />Critical Slope <br />0.01533 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods SolBktl4 rMaster V8i (SELECTseries 1) 108.11.01.031 <br />2121/2014 5:22:18 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />