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Worksheet for Circular Pipe - I <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Normal Depth <br /> Input Data <br /> Roughness Coefficient 0.012 <br /> Channel Slope 0.00600 ft/ft <br /> Diameter 0.50 ft <br /> Discharge 0.19 ft3/s <br /> Results <br /> Normal Depth 0.22 ft <br /> Flow Area 0.08 ft2 <br /> Wetted Perimeter 0.73 ft <br /> Hydraulic Radius 0.12 ft <br /> Top Width 0.50 ft <br /> Critical Depth 0.22 ft <br /> Percent Full 44.2 <br /> Critical Slope 0.00630 ft/ft <br /> Velocity 2.27 ft/s <br /> Velocity Head 0.08 ft <br /> Specific Energy 0.30 ft <br /> Froude Number 0.98 <br /> Maximum Discharge 0.51. ft3/s <br /> Discharge Full 0.47 ft3/s <br /> Slope Full 0.00098 ft/ft <br /> Flow Type SubCritical <br /> GVF Input Data <br /> Downstream Depth 0.00 ft <br /> Length 0.00 ft <br /> Number Of Steps 0 <br /> GVF Output Data <br /> Upstream Depth 0.00 ft <br /> Profile Description <br /> Profile Headloss 0.00 ft <br /> Average End Depth Over Rise 0.00 <br /> Normal Depth Over Rise 44.18 °A, <br /> Downstream Velocity Infinity fts <br /> Bentley Systems,Inc. Haestad Methods SolBgotldyeF1tawMaster V8i(SELECTseries 1) [08.11.01.03] <br /> 1/31/2011 4:55:07 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />