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i <br /> Pump Selection for a Pressurized System-Singfe Family Residence Project <br /> Parameters: <br /> • <br /> i <br /> -Discharge/Assembly Size 1.25 mutes .30C h.i_ <br /> Transport Length 20 -feet PF3016" I .1 1�LI -I I. I. I. I I _— . '.... I.1 _ _ . - <br /> Transport Pipe Class 40 I. I..I I, I 1 ._ _,_..^—. —_ .. 1 1 ._. <br /> Trensp*rt Line Size- 1.25 inches __ <br /> Distributing Valve Model None _ ` ' <br /> .. <br /> Max Elevation Lift 6 feet: \. - <br /> Manifold Length 13, feet <br /> Manifold'Pipe Class 40 - 1 <br /> Manifold.Pipe Size 125. Inches 250 —- ——-—-— . - - - ———— <br /> Number of Laterals per Cell 7 .-1111111111111 _ - - — <br /> LateralLength 38 (eat; \ <br /> Lateral Pipe bass 40. -� I 111111 it - - - <br /> Lateral Pipe Size 1.00 Inches '---- ® . „ I — — <br /> Orifice Size. 118 inches ' • <br /> .Orifice Spacing 4 'feet. .. ° -___ _ .. :.-._—_ <br /> ,Residual Head• 5 feet ,. <br /> Flow Meter None inches 200 ..——..— - .7— —'^ <br /> Add-on'Fife ion Losses: 0. reel. 0 ® ..-.: t ———u. <br /> •calculations C3 C I --1_I ---_ <br /> : <br /> Minimum"F(ow Rate per Orifice 0:43 gpm 1.... 11 I I. I ` <br /> Number of Orifices per Zone 76 'O — —_ <br /> Total Flow Nate per Zona 304' gpm d` 1 I I ..I..._I. I 1 1_ \ .. \ <br /> Numbet of taterefs perZone. 7 .X 1 15.0 — — ...... <br /> %Flaw Differential isrfLastOrilce 1:4 % V - - --- ___ <br /> a, 6:5 fps .E � C <br /> Transport Velocity, - \to <br /> Frictional Head Losses G' _ <br /> 'Loss through Discharge. 6.5 feel' - I <br /> 3 — — <br /> Loss in Transport 2.3 feet -0: -.... <br /> Loss through Valve 0.0 feet i° 100 • <br /> Loss In Manifold 0.4 feet I-I I I II 1 °•-, ... -_— <br /> 'Loss in Laterals 0.2 feet -- __�\ `_— _ \� — -----� <br /> Loss through Fldwmeter 0.0 -feet- _ 1. 1._:I I. I I -1.. 1 . • <br /> Add-on'Friction Losses 0.0 feet. — l I I 1 I I. I 1. 1 : _ _ ',� <br /> l; I I L,[ • l- - <br /> Pipe Volumes. • — \ — <br /> Vol of Transport Line 1.6 goals S0: .I . I I . 1 I _ \ '\, '.. <br /> Vol of Manifold' 1.0 gals I I I I -I I _ C\, 1 k, <br /> . <br /> Vol of Laerals,per.Zona 11.e. gals - --- <br /> Total Volume, 14.5 :gals - ,„,,,_.„,1 I I I v\ <br /> "Minimum Pump Requirements _— — -- -- -- C— — -- <br /> Design Flow Rate- 30.4 .gpm —-- v- T c et ———- <br /> Total.Dynamic Head 20.3 feet' _ .. . <br /> v. 5 10. 15 '20 25 30 35 ..Q _ <br /> Net:Discharge(gpm) <br /> PUmpData Legend. <br /> PF3005 High Head Effluent Pump System Curve:: <br /> 30:G,P,M,.112HP <br /> 115230V 1060Hz,200V30:60Hz Pumgcerwa: <br /> PF3007 High Head.Effluent Pump Pump Optimaaange: <br /> 30 GPM,314HP <br /> 230V 1060Hz,200/460V[30 60Hz Operali/!0��Pol�a0 <br /> PF3010 High Head EffluentPump Desiga/PanC <br /> 30 GPM,.iHP- <br /> 230V 10 60Hz,200/460V30 60Hz <br /> PF3015 High Head E5uen1Pump <br /> 30 GPM,`7-12HP • i <br /> R, ;ti- 230V 1060Hz,200/230/460V 30 60Hz <br /> Cre„nco <br /> ay.I <br />