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Pump Selection for a Pressurized System-Single Family Residence Project 10351 N Fork Ln Parameters Discharge Assembly Size 1.25 inches 110 a:3005 I Transport Length 10 feet i Transport Pipe Class 40 '*N's•-- Transport Line Size 2.00 Inches 100 Distributing Valve Model None Max Elevation Lift 5 feet , Manifold Length 22 feet 90 Manifold Pipe Class 40 1 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 3 Lateral Length 35 feet 80 Lateral Pipe Class 40 Lateral Pipe Size 1.00 inches Orifice Size 1/8 inches m 70 • Orifice Spacing 2 feet V Residual Head 5 feet G 1 Flow Meter None inches I.., I 'Add-on'Friction Losses 0 feet •p" 60 ' m ar Calculations = n Minimum Flow Rate per Orifice 0.43 gpm m 50 Number of Orifices per Zone 54 c Total Flow Rate per Zone 23.6 gpm 0I\ Number of Laterals per Zone 3 e 40 . %Flow Differential 1st/Last Orifice 4.0 % F- Transport Velocity 2.3 fps I Frictional Head Losses 30 _ f, Loss through Discharge 3.9 feet rE, Loss in Transport 0.1 feet 20 ' [ Loss through Valve 0.0 feet i( Loss in Manifold 0.4 feet Loss in Laterals 0.5 feet l Loss through Flowmeter 0.0 feet 10 I` 'Add-on'Friction Losses 0.0 feet I II Pipe Volumes I E Vol of Transport Line 1.7 gals 00 5 10 15 20 25 30 35 40 Vol of Manifold 1.7 gals Net Discharge(gpm) Vol of Laterals per Zone 4.7 gals Total Volume 8.2 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 23.6 gpm P3005 HH Effluent System Curve: Total Dynamic Head 14.9 feet Pump Data P3005 High Head Effluent Pump 30 GPM 1/2HP Pump Curve:.... 115V 10 Pump Optimal Range: Operating Point:0 • Design Point:0 0 ' Orenco C.5\() , ,X SYSTEMS I_ -