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Pump Selection for a Pressurized System -Commerical Project <br /> SWC <br /> Parameters <br /> Discharge Assembly Sim 2.00 inches 300 <br /> Transport Length 250 feet <br /> Transport Pipe Class 40 <br /> Transport Line Sim 2.00 Inches <br /> Distributing Valve Model None <br /> Max Elevation Lift 4 feet <br /> Manifoltl Length 30 feet 250 <br /> Manifold Pipe Class 40 <br /> Manifold Pipe Sim 2.00 inches <br /> Number of Laterals per Cell a <br /> Lateral Length 50 feet <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Size 1.00 inches 200 <br /> Orifice Sim 1/8 inches m <br /> Orifice Sparing5 feet u <br /> Residual Head 5 feet 2 <br /> Flow Meter None inches <br /> 'Add-on'Friction Losses 0 feet a <br /> m <br /> Calculations x 150 <br /> U <br /> Minimum Flow Rate per Orifice 0.43 gpm E <br /> m <br /> Number of Orifices per Zone 88 � <br /> Total now Rate per Zone 38.3 gpm <br /> Number of Laterals per Zone 8 E <br /> %Flow Differential 1st/Last Orifice 2.3 % ~ 100 <br /> Transport Velocity 3.7 fps <br /> Frictional Head Losses <br /> Lossthrough Discharge 2.9 feet <br /> Loss in Transport 6.1 feet <br /> Lossthrough Valve 0.0 feet 50 <br /> Lossin Manifold 0.2 feet <br /> Loss in Laterals 0.3 feet <br /> Loss through Flowmeter 0.0 feet <br /> Add-on'Friction Losses 0.0 feet <br /> Pipe Volumes 0 <br /> Vol of Transport Line 43.6 gals 0 5 10 15 20 25 30 35 40 <br /> Vol of Manifold 5.2 gals Net Discharge (gpm) <br /> Vol of Laterals per Zone 17.9 gals <br /> Total Volume 66.8 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rate 38.3 qpm PF3005 High Head Effluent Pump System Curve:— <br /> Total Dynamic Head 18.6 feet 30 GPM,1/2HP <br /> 115/230V 10 60H7,200V 3060Hz Pump Curve:. <br /> Pump Optimal Range <br /> Operating Pointo <br /> Design PointO <br /> Onnoo 91 <br /> tnwrporatetl <br /> Ox,a�g rid mq,b <br /> Yz�fdlbo vnmd <br />