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�T/i9Lhf/1� n�T 1 <br /> Worksheet for Circular Pipe- 1 <br /> Project Description <br /> Flow Element: Circular Pipe <br /> Friction Method: Manning Formula <br /> Solve For: Full Flow Capacity <br /> Input Data <br /> Roughness Coefficient: 0.011 <br /> Channel Slope: 0.20 % <br /> Diameter. 24 in <br /> Results <br /> Discharge: 11.96 ft2ls <br /> Normal Depth: 24.00 in <br /> Flow Area: 3.14 ft2 <br /> Wetted Perimeter. 6.28 It <br /> Top Width: 0.00 ft <br /> Critical Depth: 1.24 ft <br /> Percent Full: 100.0 % <br /> Critical Slope: 0.00399 Wit <br /> Velocity: 3.81 fUs <br /> Velocity Head: 0.23 ft <br /> Specific Energy: 2.23 ft <br /> Froude Number: 0.00 <br /> Maximum Discharge: 12.86 ft2ls <br /> Discharge Full: 11.96 ft!s <br /> Slope Full: 0.00200 ftfft <br /> Flow Type: SubCritical <br /> GVF Input Data <br /> Downstream Depth: 0.00 in <br /> Length: 0.00 ft <br /> Number Of Steps: 0 <br /> GVF Output Data <br /> Upstream Depth: 0.00 in <br /> Profile Description: <br /> Profile Headloss: 0.00 ft <br /> Average End Depth Over Rise: 0.00 % <br /> Normal Depth Over Rise: 1.00 % <br /> Downstream Velocity: Infinity ft/s <br />