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Worksheet for Circular Pipe - 1 <br />Project Description <br />Manning <br />FormulaFriction Method <br />Normal DepthSolve For <br />Input Data <br />0.010Roughness Coefficient <br />%0.500Channel Slope <br />in6.0Diameter <br />gal/day230,400.00Discharge <br />Results <br />in3.7Normal Depth <br />ft²0.1Flow Area <br />ft0.9Wetted Perimeter <br />in1.7Hydraulic Radius <br />ft0.49Top Width <br />in3.6Critical Depth <br />%61.1Percent Full <br />%0.513Critical Slope <br />ft/s2.83Velocity <br />ft0.12Velocity Head <br />ft0.43Specific Energy <br />0.984Froude Number <br />gal/day358,582.48Maximum Discharge <br />gal/day333,346.22Discharge Full <br />%0.239Slope Full <br />SubcriticalFlow Type <br />GVF Input Data <br />in0.0Downstream Depth <br />ft0.0Length <br />0Number Of Steps <br />GVF Output Data <br />in0.0Upstream Depth <br />N/AProfile Description <br />ft0.00Profile Headloss <br />%0.0Average End Depth Over Rise <br />%49.0Normal Depth Over Rise <br />ft/sInfinityDownstream Velocity <br />ft/sInfinityUpstream Velocity <br />in3.7Normal Depth <br />in3.6Critical Depth <br />%0.500Channel Slope <br />%0.513Critical Slope <br />Page 1 of 127 Siemon Company Drive Suite 200 W <br />Watertown, CT 06795 USA +1-203-755-1666 <br />6/8/2022 <br />FlowMaster <br />[10.03.00.03] <br />Bentley Systems, Inc. Haestad Methods Solution <br />CenterSewer Pipe Analysis.fm8