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I <br /> I <br /> Worksheet for Frontage 24" pipe <br /> IProject Description <br /> Friction Method Manning Formula <br /> Solve For Discharge <br /> Roughness Coefficient 0.013 <br /> Channel Slope 0.01250 ft/ft <br /> Normal Depth 1.00 ft <br /> IDiameter 2.00 ft <br /> Results <br /> IDischarge 12.65 ft'/s <br /> Flow Area 1.57 ft2 <br /> Wetted Perimeter 3.14 ft <br /> ITop Width 2.00 ft <br /> Critical Depth 1 28 ft <br /> Percent Full 50.0 % <br /> ICritical Slope 0.00572 ft/ft <br /> Velocity 8.05 ft/s <br /> Velocity Head 1.01 ft <br /> Specific Energy 2.01 ft <br /> Froude Number 1.60 <br /> I <br /> Maximum Discharge 27.21 ft3/s <br /> Discharge Full 25.29 ft3/s <br /> Slope Full 0.00313 ft/ft <br /> Flow Type SuperCritical <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 /> I Profile Description <br /> Profile Headloss 0.00 ft <br /> Average End Depth Over Rise 0.00 <br /> Normal Depth Over Rise 50.00 <br /> Downstream Velocity Infinity ft/s <br /> Upstream Velocity Infinity ft/s <br /> Bentley Systems,Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] <br /> I6/4/2007 10:40:28 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br /> I <br />