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C <br />East Perimeter Ditch - D6 to Marsh <br />Friction Method Manning Formula <br />Solve For 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 />178.50 <br />ft3/s <br />Normal Depth <br />2.75 <br />ft <br />Flow Area <br />51.92 <br />ftz <br />Wetted Perimeter <br />26.85 <br />ft <br />Hydraulic Radius <br />1.93 <br />ft <br />Top Width <br />25.75 <br />ft <br />Critical Depth <br />1.68 <br />ft <br />Critical Slope <br />0.01244 <br />ft/ft <br />Velocity <br />3.44 <br />ft/s <br />Velocity Head <br />0.18 <br />ft <br />Specific Energy <br />2.93 <br />ft <br />Froude Number <br />0.43 <br />Flow Type <br />Subcritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <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 />Critical Slope <br />2121120145:21:51 PM <br />0.00 ft <br />0.00 ft <br />Infinity ft/s <br />Infinity ft/s <br />2.75 ft <br />1.68 ft <br />0.00200 ft/ft <br />0.01244 ft/ft <br />Bentley Systems, Inc. Haestad Methods SolBf#atlA mMaster V8i (SELECTseries 1) [08.11.01.031 <br />27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />