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Pump Selection for a Pressurized System -Commerical Project HCC, Tracy Parameters Discharge Assembly Size 2.00 inches 160 Transport Length 227 feet F Transport Pipe Class 80 Transport Line Size 2.00 inches Distributing Va W Mo del None 140 Max Elevation Lift 5 feet Manifold Length 57 feet Manifold Pipe Class 40 Manifold Pipe Size 2.00 inches Number of Laterals per Cell 7 120 Lateral Length 39 feet Lateral Pipe Class 40 Lateral Pipe Size 2.00 inches Orifice Size 1/8 inches Orifice Sparing 5 feet 100 Residual Head 5 feet 2 p- Flow Meter None inches C H Add-on'Friction Losses 0 feet m Calculations = 80 v 11 Minimum Flow Rate per Orifice 0.43 gpm E -- _ . _. _ 01 to # I I I 1-1-- 1 1 1 1 1 1 1 , Number of Orifices per Zone 56 Total Flow Rate per Zone 24.2 gpm I _ � Number of Laterals per Zone 7 .A 60 %Flow Differential 1st/Last Orifice 0.0 % H Ed 14- Transport Velocity 2.6 fps Frictional Head Losses 40 \ Loss through Discharge 1.2 feet Loss in Transport 3.2 feet Loss through Valve 0.0 feet Loss in Manifold 0.2 feet Loss in Laterals 0.0 feet 20 Loss through Flowmeter 0.0 feel Add-0n'Friction Losses 0.0 feet Pipe Volumes 0 Vol of Transport Line 34.8 gals 0 10 20 30 40 50 60 70 80 Vol of Manifold 9.9 gals Net Discharge (gpm) Vol of Laterals per Zone 47.6 gals Total Volume 92.3 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 24.2 gpm PF5005 High Head Effluent Pump System Curve: Total Dynamic Head 14.6 feet 50 GPM,1/2HP 115/230V 10 60H7,200'230V3060Rz Pump Curve:..-. PF5007 High Head Effluent Pump Pump Optimal Ranger 50 GPM,3/4HP 230V 10 50H7,200/230/460V 30 60H Operating Pointo PF5010 High Head Effluent Pump Design Pointo 50 GPM,1 HP 230V 1060Hz,200/460V 30 60H • PF5015 High Head Effluent Pump 50 GPM,1-1I2HP ca230V 1060Hz,200V 30 60H Orono 9d u�' hxaporolr [7u riM rE. MyA. 4'GrN W4——e