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C7 <br />Bench Ditch - Max Flow <br />Friction Method Manning Formula <br />Solve For Discharge <br />Discharge <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 />Supercritical <br />30.90 ft3/s <br />5.63 ftz <br />8.10 ft <br />0.69 ft <br />7.50 ft <br />1.57 ft <br />0.01575 ft/ft <br />5.49 ft/s <br />0.47 ft <br />1.97 ft <br />1.12 <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 />2/21/2014 5:27:10 PM <br />0.00 ft <br />0.00 ft <br />Infinity ft/s <br />Infinity ft/s <br />1.50 ft <br />1.57 ft <br />0.02000 ft/ft <br />0.01575 ft/ft <br />Bentley Systems, Inc. Haestad Methods SoIBkWdjditWaster V8i (SELECTseries 1) [08.11.01.03) <br />27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />