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• <br /> Pump Selection for a Pressurlhed System-Single Family Residence Project <br /> 33502 Rail Rd Ave Gates Or <br /> Parameters <br /> Dlscharge'AssembtySize 1,25 . inches 110 >; <br /> TtansportLength 100 feet r. <br /> Transpott Pipe Class 40 <br /> Transport tine Size 1,50 inches. 1001. _,.: <br /> 1 . <br /> Distributing\tatve.Model None <br /> Max Etevalion.LUf 10 reef <br /> Manifold Length. 26 -feet g0 1 , , <br /> Manifold'Pipe Ctass, .40 <br /> Manifold Pipe Size 1,25 inches <br /> Number of Laterelsper Cell 5 . <br /> Lateral Length 20 feet 60 - <br /> Lateral Pipe Class 40 <br /> Lateral Pipe;Size 1,25 inches ,� <br /> Orifice Site 1M inches m 7.0 <br /> Orifice Spacing 2 feet .LL <br /> Residual Head 5 feet .S .M...r__.. ' <br /> Flow Meter None Inches g <br /> 'Add•on'Friction Losses 0 feet ti 60 Ili <br /> Calculations <br /> IL it I,: <br /> Minimum Flow Rate perOriliba 0;43 gpm E 50 <br /> Number of Orifices per Zone: 55 <br /> Total Flew RateperZone 23.8 gpm _ 4 <br /> Number of Laterals.per Zone 6 40 <br /> %Flow Differential'1sULastOrifice 0.2 %, 1- <br /> TransportVetoclty 3,8 fps <br /> Frictional Head Losses. 30 <br /> Iii <br /> lIFT <br /> Discharge , 3.9 feet <br /> • 20 <br /> pori 3,4 feat � ,old va d 4 feel ��g sals 0.0 feet MI. r:Ftowmeter 0.0 feel 10I II <br /> 'Add-on'-Frictien Losses 0:0 feet ills I I 1_111 1 , <br /> . Pipe Volumes I ( 1 •Vol of Transport Line 10.6 gals 00 5 10. 15 20 25 30 35 40 <br /> Vol of Manifold 1.8 gals Net Discharge(gpm) <br /> vol of Laterals pet zone_ 7,8 gals <br /> Total Volume 19.9 gals. <br /> Minimum Pump Requirements. PumpData Legend <br /> Design Fiovi Rate 23:8 gpm P3005 Hit Effluent System Curve: <br /> namic Head .22.8 feet P3005 Hi a <br /> Total <br /> Dynamic P305 High Head Effluent Pump. <br /> 30 f3PM:.1f2HP Pump Curve:.. <br /> 1f5.V'1e- <br /> Pump.Optimat.Range:... <br /> Operating Point 0 <br /> Design Point:r <br /> . aq I'::$' '' - ag. 14} <br /> r ._nco <br /> 3' 1, 3 ,f V, TA 3 <br /> aratiMMEEMOMMI <br /> / '... <br />