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Project Description <br />Friction Method <br />Solve For <br />Input Data <br />Roughness Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />Discharge <br />Results <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 />GVF Input Data <br />Downstream Depth <br />Length <br />Number Of Steps <br />GVF Output Data <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 />10/26/2010 4:22:40 PM <br />Worksheet for Trapezoidal Channel~ 1 <br />Manning Formula <br />Normal Depth <br />Subcritical <br />0.030 <br />0.00500 ft/ft <br />2.00 ft/ft (H:V) <br />2.00 ft/ft (HV) <br />12.00 ft <br />200.00 ft3/s <br />2.36 ft <br />39.37 ft' <br />22.5/4 ft <br />1.75 ft <br />21.42 ft <br />1.84 ft <br />0.01217 fl/ft <br />5.08 ftis <br />040 ft <br />2.76 ft <br />0.66 <br />0 00 ft <br />0.00 ft <br />0 <br />0.00 ft <br />0.00 ft <br />Infinity ft/s <br />Infinity ft/s <br />2.36 ft <br />1.8/4 ft <br />0.00500 ftfft <br />Bentley Systems, Inc. Haestad Methods SolBliatl~MasterVBI (SELECTserles 1) [08.11.01.03] <br />27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666