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: EF• —'1 r. — •- := W ELS — — -: EF• _r I C E '.' i1L_ Ui1T I I=AN S
<br /> � F^��O►yi Inc. e� la r.t7T$r 17, 1998
<br /> By Sepr,.,.
<br /> ►� nrcsson, MNA!,i-. f'�.r�>Fo7tier
<br /> Drive
<br /> tz} 479-4024 r. tv P,SELECDQN rR4 1FPURE t,.„�� t3e:zr.epin Co.
<br /> A. 00eMinr � aityc
<br /> 1. Minlm�'•,r ted i-s 20 pan
<br /> Maxinwtr .ted is 45 gprn Perforatto» sehAr �*'�':
<br /> Pia5,sure INAkt Fee!h kr+ctµs'
<br /> 7 �
<br /> ;3. O. Select,�� y perforated laterals }1fA-_-_• .: q
<br /> lT. Srt(Ct;�r , :SpaCil�g_ 1`eet Alb
<br /> 01%
<br /> <a layer lengt
<br /> Y t; t
<br /> ? the rock la h. 0.sofeet. M -
<br /> x
<br /> ci. Deterr,:! ,.'.mber of s aces betiveen perrforatlons. a use 2.1. tees forngte 1.
<br /> 1n x 3.�h•+_3,ft. _11 apa:es
<br /> b Use 2.fl Feet for anxrt;a�o
<br /> e.
<br /> 111 sir 1 .04 perforat3nY,sJl.atA; ! Header Pipe Ccx�w° • tho
<br /> f. Multi}-i4, ; ;tions per lateral by number f lat'nals to Mid.dlo -
<br /> et tcti:�? .< > of rf�radons. 3 X 1 .0 _ '39 0 pe:fof;�t►ona_ -.-
<br /> - _T
<br /> 1 Ti'`Ti , r. r. =t
<br /> 1
<br /> x Pgpm. Min. diameter fort i
<br /> g•
<br /> Laterals is' 1 1 r*.
<br /> •, a i`ED PUMP CAPACITY_ _8 9P'11
<br /> tf.TTe:2rxltlntt%�:'; • , :lt•emerits:
<br /> i. Hlevaint :,r,cabetween ump and pc�irtt of discharge.
<br /> _ _feet
<br /> 2. If puroj ; = pressure diFtributirun system, five feF�t for pressure
<br /> ; 91d if gravity systp;t,zero.
<br /> feet 1401 PfF-t..,g*
<br /> SL loo table with gpm apd pipe dikirieter, rRlet " :zs
<br /> R.prae i J Ims lin feet per 100 feet from table(T-14).
<br /> 1~:L;
<br /> ft./100 ft of pipe
<br /> b. M-t;, ;.:,tai pipe tmgth frc m ptunp to 4i.%charge ---•--- .
<br /> p.t, ' t -.,.Ate by adding 25 puroent to pipe length for fitting
<br /> l x µ fit ting loss chart{P�iS_,1fl;feat)•
<br /> lrngttt- 1.25 an�rs pipe texrgci,
<br /> 150,_x i.2S= 1I37 5 feet �-
<br /> Friction Loss in Fti , r zf=
<br /> C. CAV :.•;l.friction lass by mt.tltlplyVig — -
<br /> fr►�. jn.ft 100 ft by equivalent j}� en th.
<br /> TotMl %F' r:�,.s . .. 1 i 1.�.x = _2 Dl3..w feet pir
<br /> 4. Tot,! ,-,_ " , :tied is tt,e sum of elevation dif krkr+.�e )how itat
<br /> Speci't,r quirements,and tc�t,�l[ri;tism lcks. ._. m
<br /> 20 x:47 0 7 t1
<br /> t 2.1a 3.73
<br /> tom► tz i3<1 30 5.23 t
<br /> 35 6.96 21; �0)
<br /> 40 8,91 7 n,;
<br /> 'l'UTA,1.HEAD _.,2 1_.__fcw�t 45
<br /> 54 13.46 3 rr''> e 's.--A
<br /> 65
<br /> AAmt,st be selected to deliver at least
<br /> t i3�gpm h` 4 with at least ?t feet Of W211 head (Stare B}.
<br /> _ .. ) C�1997 Mule• t •�,�ak.
<br />
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