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• <br /> . . <br /> . , <br /> Pump Selection fora Pressurized System-Single Family Residence Project <br /> 155 Santi'am Ave Detroit OR <br /> -Parameters <br /> 110 , , <br />, Discharge Assam*§tze 1.26_ inches 1-1-1,-LF11,47, ' Ill 1 II I Ltli I <br /> Transport Length . 30 feet -I-rrr" . i i i I <br /> Transport tIOSS 40 I I <br /> Transport Lbte Size 1.50 Inches 100* . --° 1 / ' - <br /> Distributing Valve Model None <br /> Elevation Lilt 15 feet r • <br /> Menifeld Length 20 feet 'so it iii 1 <br /> . ' . <br /> Manifold Pipe Class 40 I i itUr. <br /> , <br /> ' Manifold Pipe Size 125 inches <br /> Nuniter of Laterals per Cell s <br /> 80 , -. • ' 1 . . 1- 111 " 1 ' <br /> Lateral Length 25 feet <br /> Late 11 ' I laml_ral Ape Class 40 *I <br /> Lateral Pipe Size 1.25 inches -01 - <br /> ..-. <br /> Orifice Size 1413 inches ... <br /> is - • 1 I . I I I 1 <br /> 0iifte•Spacing- 2 feet 11: . , I ' . I II 1 11 1 1 I• <br /> Residual Head 5 'feet x —;,-- ., -..-. - <br /> Flow Meter. Nene inches e . • . I 111 11 ' <br /> 'Add-oM FritgiCil Losses 0 feet, -4:1 60' .- ,I I I _l_l_LJ <br /> so <br /> la <br /> Calculations 0 . <br /> • -- <br /> . - Minitnurn Flow Rate per briTice 0.43 gpm 5e3E 0 : <br /> - - -- ---- -. I- - - -- - --- 1- I-- - -* ---- -- -- - <br /> -- ---—-Number Of Oriftcas perZone- ---55 , <br /> - c <br /> Total Plow Rare per Zone 25,1 gprn ra <br /> 1 I I I , I <br /> Igurnberof"Laterals per iorie 5 3 40 f ',— . ' <br /> (ft Flew Differential lstfLast Orifice OA % I- ' ,_'._.''„,.,_.. _., ,„ .„,.,,- 1„ Il I 1.. - <br /> Transport Veloaly 4.5 fps <br /> ---'- ' - - -- - ' 1 1 I --1-i . <br /> Frictional ilead Losses 30 , t , , . i <br /> Loss thmitigh Disdiarge 5,5 feet <br /> Loa.%inTranspon 1.4 feet - I . . II I <br /> Loss Ituceghyalve 0A? fe.t . I ' . ..• 1 . . <br /> 20 :"- - ' <br /> Loss in Manifold 0.5 feet <br /> Loss in Waists el feet Fr <br /> Loss through Flowmeter 0.0 feet 10 <br /> Addon'Friction,Losses 0.0 feet <br /> I , I I <br /> PiPe Volurre3 :,..TIIII 1111 II I - <br /> 0 <br /> .1/61 of Transport Line 32 gals 0 • 5 10 15 20 25 30 35 40 <br /> Vol of Manifold 1.6 gals Net Discharge(gpm) <br /> tot Laterals per arm 3.7 gals <br /> Total Volume 14.4 gals <br /> • -Minimum Ptimp Requirements PumpData Legend • <br /> Design Flow Rafe 25.1 gpm P3006 DelaHH Effluent . System Curvini.... <br /> - Pump <br /> Total Dynarni;O Head 27.5 feet. P3005 High Head Effluent Pump g <br /> 30 VGP.litt lf2HP Pump Curve: <br /> 115 10 <br /> Pump Optirmd Rang- .. <br /> Operating Point° <br /> Design Point 0 <br /> . ' :;.,,,,,t ._ <br /> .. <br /> ,-,. , <br /> . Alr4;,-....° . ' <br /> 111111iiiio• <br /> I. <br /> Orenco <br /> a ., 4 .7- E AA Z <br /> CISM= 6 Id141.. i q '. <br /> Ailiatl <br /> ........... <br />