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I <br /> Worksheet for Upstream 12" pressurized <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Discharge <br /> Input Data <br /> Pressure 1 0.87 psi <br /> Pressure 2 0.00 psi <br /> Elevation 1 547.00 ft <br /> Elevation 2 546.53 ft <br /> Length 38.00 ft <br /> Roughness Coefficient 0.013 <br /> Diameter 1.00 ft <br /> Results" ,a. �� a,5s � {� �. t`.• <br /> Discharge 9.10 ft3/s <br /> Headloss 2.48 ft <br /> Energy Grade 1 551.09 ft <br /> Energy Grade 2 548.61 ft <br /> Hydraulic Grade 1 549.01 ft <br /> Hydraulic Grade 2 546.53 ft <br /> Flow Area 0.79 ft2 <br /> Wetted Perimeter 3.14 ft <br /> Velocity 11.58 ft/s <br /> Velocity Head 2.08 ft <br /> Friction Slope 0.06518 ft/ft <br /> 1 <br /> Bentley Systems,Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] <br /> 6/4/2007 10:42:55 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />