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Project Description <br />Friction Method <br />Solve For <br />Input Data <br />Roughness Coefficient <br />Channel Slope <br />Normal Depth <br />Diameter <br />Discharge <br />Results <br />Discharge <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 />Worksheet for 8" at 1.0% <br />Manning Formula <br />Full Flow Capacity <br />SubCritical <br />0.014 <br />0.01000 ft/ft <br />8.00 in <br />8.00 in <br />1.12 ft3/s <br />1 12 ft3/s <br />8.00 in <br />0.35 ft2 <br />2.09 ft <br />2.00 in <br />0.00 ft <br />0.50 ft <br />100.0 % <br />0.01190 ft/ft <br />3.21 ft/s <br />0.16 ft <br />0.83 ft <br />0.00 <br />1.21 ft'/s <br />1 12 ft3/s <br />0.01000 ft/ft <br />o.00 �n <br />0.00 ft <br />0 <br />Upstream Depth 0.00 in <br />Profile Description <br />Profile Headloss 0.00 ft <br />Average End Depth Over Rise 0.00 % <br />Bentley Systems, Inc. Haestad Methods SoliH'errti�jeFtewMaster V8i (SELECTseries 1) [08.11.01.03] <br />8/10/2015 3:17:33 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />