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11 <br />U <br />Berm Ditch - Max Flow <br />Friction Method Manning Formula <br />Solve For Discharge <br />Roughness Coefficient <br />Channel Slope <br />Normal Depth <br />Left Side Slope <br />Right Side Slope <br />0.030 <br />216.23 <br />0.01000 <br />ft/ft <br />2.00 <br />ft <br />2.00 <br />ft/ft (H:V) <br />20.00 <br />ft/ft (H:V) <br />Discharge <br />216.23 <br />ft3/s <br />Flow Area <br />44.00 <br />ft2 <br />Wetted Perimeter <br />44.52 <br />ft <br />Hydraulic Radius <br />0.99 <br />ft <br />Top Width <br />44.00 <br />ft <br />Critical Depth <br />1.89 <br />ft <br />Critical Slope <br />0.01358 <br />ft/ft <br />Velocity <br />4.91 <br />ft/s <br />Velocity Head <br />0.38 <br />ft <br />Specific Energy <br />2.38 <br />ft <br />Froude Number <br />0.87 <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 />21241201411:07:53 AM <br />0.00 ft <br />0.00 ft <br />Infinity ft/s <br />Infinity ft/s <br />2.00 ft <br />1.89 ft <br />0.01000 ft/ft <br />0.01358 ft/ft <br />Bentley Systems, Inc. Haestad Methods So1B*otl vvMaster 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 />