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Worksheet for 36" Pipe <br />Project Description <br />Friction Method <br />Manning Formula <br />Solve For <br />Full Flaw Capacity <br />Input Data <br />- <br />Roughness Coefficient <br />0.011 <br />Channel Slope <br />0.00300 <br />ft/ft <br />Normal Depth <br />3.00 <br />ft <br />Diameter <br />36.00 <br />in <br />Discharge <br />43.17 <br />ft3/s <br />Results <br />Discharge <br />43.17 <br />ft3/s <br />Normal Depth <br />3.00 <br />ft <br />Flaw Area <br />7.07 <br />ft' <br />Wetted Perimeter <br />9.42 <br />ft <br />Hydraulic Radius <br />0.75 <br />ft <br />Top Width <br />0.00 <br />ft <br />Critical Depth <br />2.14 <br />ft <br />Percent Full <br />100.0 <br />% <br />Critical Slope <br />0.00407 <br />ft/fi <br />Velocity <br />6.11 <br />ft/s <br />Velocity Head <br />0.58 <br />ft <br />Specific Energy <br />3.58 <br />ft <br />Froude Number <br />0.00 <br />Maximum Discharge <br />46.44 <br />ft3/s <br />Discharge Full <br />43.17 <br />ft3/s <br />Slope Full <br />0.00300 <br />ft/ft <br />Flaw Type SubCritical <br />GVF Input Data <br />Downstream Depth <br />0.00 <br />ft <br />Length <br />0.00 <br />ft <br />Number Of Steps <br />0 <br />GVF Output Data <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Average End Depth Over Rise <br />0.00 <br />% <br />Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] <br />1/14/2019 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />