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Worksheet for Circular Pipe - 1 <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Normal Depth <br /> Input Data <br /> Roughness Coefficient 0.014 <br /> Channel Slope 0.00990 ft/ft <br /> Diameter 1.50 ft <br /> Discharge 8.75 ft3/s <br /> Results <br /> Normal Depth 1.11 ft <br /> Flow Area 1.41 ft2 <br /> Wetted Perimeter 3.12 ft <br /> Hydraulic Radius 0.45 ft <br /> Top Width 1.31 ft <br /> Critical Depth 1.15 ft <br /> Percent Full 74.3 % <br /> Critical Slope 0.00929 ft/ft <br /> Velocity 6.22 fts <br /> Velocity Head 0.60 ft <br /> Specific Energy 1.71 ft <br /> Froude Number 1.06 <br /> Maximum Discharge 10.44 ft3/s <br /> Discharge Full 9.70 ft3/s <br /> Slope Full 0.00805 ft/ft <br /> Flow Type SuperCritical <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 0/0 <br /> Normal Depth Over Rise 74.28 % <br /> Downstream Velocity Infinity ft/s <br /> Bentley Systems,Inc. Haestad Methods SolBgotlQdHtswMaster V8i(SELECTseries 1) [08.11.01.03] <br /> 11/5/2010 2:30:51 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />