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Project Description <br />Friction Method <br />Solve For <br />Input Data <br />Roughness Coefficient <br />Channel Slope <br />Diameter <br />Discharge <br />Results <br />Normal Depth <br />Flow Area <br />Wetted Perimeter <br />Hydraulic Radius <br />Top Width <br />Critical Depth <br />Percent Full <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Maximum Discharge <br />Discharge Full <br />Slope Full <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 />Average End Depth Over Rise <br />Normal Depth Over Rise <br />Downstream Velocity <br />Worksheet for pownstream Capacity <br />Manning Formula <br />Normal Depth <br />SuperCritical <br />0.014 <br />0.00990 ft/ft <br />18.00 in <br />922 ft'/s <br />14.01 in <br />1.48 ft2 <br />3.24 ft <br />5.46 in <br />1.25 ft <br />1 17 ft <br />77.8 % <br />0.00978 ft/ft <br />6.25 ft/s <br />0.61 ft <br />1.77 ft <br />1.01 <br />10.44 ft'/s <br />9.70 ft'/s <br />0.00894 ft/ft <br />o.00 in <br />0.00 ft <br />0 <br />0.00 in <br />0.00 ft <br />0.00 % <br />77.81 % <br />Infinity ft/s <br />Bentley Systems, Inc. Haestad Methods SoliB�rYl�FtewMaster V8i (SELECTseries 1) [08.11.01.03] <br />8/10/2015 3:17:21 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />