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� f'l:LSS URE llYSTRIt3UTION SYSTEM Geo��ac�t�Eabric
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<br /> ]„ 5�1��[ ,Zun�b�r of ptrforated latcrals� ou�rc.:r�n I� �rfo�:,lion,� �.•.i�ur 3 _ _
<br /> ' 9 pf:rc,�l.
<br /> �. S.:l;:ct p�rforation spacin�_� ft `� • •
<br /> P�rr Sizin�;3/l0" 1/• " 1
<br /> :;. S�:���• ,��rtocations should not be placed closer than 1 ioot to i'�ri sp.,c��,b i.-� ��
<br /> tI i��il��of the rock layer(see di;:�gram),subtract 2 fezt from ` i
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<br /> [i« iv�� �1��i:Ilcnoth. E•4: h;.:,;imumoUowatluflUf(lb�(Of���-Ifi�hE'iti(fGf�llvfr
<br /> . s� _ �3 par la;.:ra!to guoraniea<10'�discharg�vc�io►ion
<br /> c<,...i�Y��i.:�,;�� "2 f t - f t pedora�ion
<br /> spoci.�g
<br /> ;. ��i�,..iin� �1��nuinb�r of spac�s b�tween perforations.
<br /> - 1����i�i.� �li� l�n�tl; (3) by perforation spacinb(2)and ro i � feci) 1 inch 1.25 inch 1.5 incn 2.0 inc,.
<br /> ,i,������ �� n�:ire�t �vhol�ril1ri1L�2f. .
<br /> b 14 �-}e-, 2d
<br /> 1'�ri�r��tion spucing= 5 3 ft—�_ft=�spaces � 3•U� d �5 � 1) 2�
<br /> :,. I�un:��r of perforations is equal to one plus the number of 3.:: 7 12 1� ?5
<br /> f,�iioc�tion ��ac��(4). Giech�"i��ure E-�to assure the number of 4.0 7 11 15 2"s
<br /> 5.G 6 10 la 22
<br /> r�;ij,:�'...lW1S��l'�i21�1'Rl g11Q1'Qritl:tS <10% G�ZSCjiQ1'$�TIRI'1Lif10ri.
<br /> _ � / spaces t 1 = ! 6 perforations/lateral E-6: Parforation Dischar��in gpm
<br /> ,;. �. '1':.,.�1 r�umb�r of perforations = perforations per lateral (5) parforotion diomerar
<br /> cil.�.� nurnber of laterals (1 j nGod (inches) �
<br /> (� 1/8 3/lti %/3% +�;'�
<br /> �b'� �rf�/lat x 3 lat= 6 �' erforations J � ?
<br /> �' p 1.0� 0.18 C.�12 0.50 � �
<br /> L. �..�1.:��1:.�� ttic square footage per perforation. 2,0� G.2o 0.59 0.80 1.0=1
<br /> �1,��:1a b� 0-10�qft/perf. Do�s �Tot appl�to ut-gracies.
<br /> i:��r b�d urea = rock width (ft) x rock length (ft) 5.0 O.al 0.9�t 1.20 1.65
<br /> /G tt X �� ft= ��G SCl{t �uao l.G tccr ror�in,r,.�-iurr,:�y nc,n��:.
<br /> Scju.�r� f�ot per perroration= P.ock bed area=number of perfs(6) b u_�,�o r.:..,t,.r nnvrn,�,�:.:,.•:
<br /> -J j� sqft-��perfs =�fL.sqft/perE
<br /> ;. G���r,�un�r�quir�d t1o�v rate by multiplyinb the total numU�r of \,,�:,.,r,
<br /> �;�rr�>r:�tion� (oA) by flow per perforarion(see figure E-6) �\Y�T�wT«
<br /> � `f �v m • �
<br /> , p�ris x -r 7'��pm/perfs= gp ,� �`�-
<br /> u w / �1
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<br /> 5. !r l.�c.:ral� arz conne�ted to he�dzr pipe as shown on upper � -'
<br /> O c�...ic r.�.�..,
<br /> �;;.;�:li�t�, tu�el�ct minimum re1uired lateral diameter;enter � ;�,,.:�,:;•:_:..
<br /> i:�u:� �-��vich p�rforation spacing (2) and number of perforations Fi;��a E•1:taonito�d tocui�d nt End o�Sy:►�m
<br /> l��r l:�c�r:,l (5) S�l�ct minimum aiameter for --
<br /> r�.fc,r.�i�d lat�ral = inch�s. Fig�;�E•2:htcn;l�W�;,;c•r�a /�4J�.y i
<br /> Ul ltw l.ufliof Ol Illo SySi6�0 �/ �
<br /> �i. ii p�ri�ri�t��i lzt�r::l �y�tem is attached to manifold pipe near , � /�
<br /> ri��;�,:cur, l�w�r diaor.►m,periorated lateral length (3) and ��:=-',����w�^^� ��' �,' ,,��`, �
<br /> �,u:�-,��r oi p,:rtoration� pzr lat�ral (5)will be approximately one ``� -���-2 j�"� �
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<br /> i..:li„i titat ;i:�c�p S. U�inb tl:��� val�zes, SCiZCL I111111rilUITl �-���''� '�, \ � . �
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<br /> �ii.�r-.�.:��r i„r p�ri�rat��i lateral = � �Z inches. �/ ..%���:�.�;�:; �
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<br /> � � � �i 1C��C� U11� �vurk in accurdance with a3�(�licable o;:i:llall���, CL.1�•5 :iYl.� 1:11�'>.
<br /> : :�._"- - �.�<<.�� cl-�.�c I h �ycon���
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<br /> � ' � �`-.:•—�„''�--/� ���/j l �i*nature� �J'�� �. �I (licens�• n) -_ i.i.::.:)
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