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� ' � 4STP Nfln�Level Pressure bistribution vT�������,-J,��
<br /> � rAlnnesatd�olttrt.ian �esign 1Norksheet t��� n���,hF�t�-��.
<br /> Cantro!Rgenty . .
<br /> 7. Catwlate ftaw in Gattons Aer Minuce for iaterat 1 a��for�t���isrna��tGP,�j ^ '1
<br /> A. Setect i�erforatian Spoctng: 2.0 feet = 24.4 inthes ---`! .--.�_--_-.:._.w__�__..w_�.__...�
<br /> Perforation biameter �_�
<br /> B. Length of Laterals=Length of 5l`A(Lir�i)-2 Feet �d ift} , r ,f s ���_ '!,
<br /> 32 •2 ft= 30 �:o` -afs a.a� o:ss o.�a'
<br /> ts o.z2 o:5t 0.69 a.v
<br /> t•Number ojPerJoratlon 3pxes =Divide tfu Length of laterat 1{7.6)by the zo� o.zs o:ss �b:eo �;r,a
<br /> 2_5 Q,28� 0.65 0.89 � 9.Y7
<br /> Perforation Spadng(Line 7.A)and ro�d dov�ta the r�rest whoie mxnbc+�. 7:0 ';. o;3i a:�z v�e�. i:2a
<br /> theck Tabie p to�sure the maximum number of perf�ations is rwi exceedgd. - ----- --
<br /> �.o o.sa� o.s; _t.�s ±.a�_
<br /> f�'�� s;o°. o;�a`_t- �.43" i:zd i:be
<br /> i�:=_i ft1 2.0 ft g 15 Spaces -,__-E- --t _ .-
<br /> � �ioor. �'�'��tfngy �th 317n inch rr,7 i4�inch�
<br /> perforatians
<br /> D. SelecY Type aj Martfotd Connecfian (fnd or Center): O�,+d Q C�ter pweilin. aith t/8 inth r�erforaciorrs
<br /> �rs'' e
<br /> 2 frec atlier.-:ztAbtishmer.ts and;,r,STS vrich;!IG
<br /> E, Nurr+ber of Perforotlar�s=Number oj Ferforotforr Sp�rcces(Line�i)+1. '
<br /> iirechca st.,inch�er'ruratiam
<br /> 15 SpaCBs+t= 16 _.�_._._ ....._....----
<br /> ���� Other est:�biishmc>�nt;ai>d)h5T5 with i�8 in;:h
<br /> pe��"�"-.._--
<br /> �
<br /> F, Ftow RaYe for LvterQl 1 a Number of Perforatlons X Ftow Rate Per Nate for Latera!1 " �"
<br /> t 6 X 0.56 = 9.0 GPM for Laterat t
<br /> 8. Catculate the Gallons Per Minute Psr Foot for l.ateral t. This value wil!then be used ta meke
<br /> sure thai ihe galians per minute per foot is equivatent in each latera!
<br /> Gattons Per Lertgth� Row Rnte f+nr Lateral 1 divtded by Length of Lateral i
<br /> �9.0 . 30 s 0.3Q �pM/Foart
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<br /> 9. 83lance flows for other taterat lengths,spacing,anti size.
<br /> If you end up wlth targe perforation spacir�(3'is mex)tow�r the inttiat spackig f�I.ateral 1 fllne 7.Aj or;he perfora#ion size(Line 6)
<br /> Laterai Z GPM=Length of Latera!X Galtons Per Minute Per Foot(Line 8)
<br /> C�i f2 X 0.30 GPM/ft= 9.0 GPM
<br /> Number of Perta�ations m GPAA1Flow Rate for laterat 2(line 6.2) Chedc Table to enwre tfie maximum number of pcvforations is not
<br /> ezcerded.
<br /> 9.4 + 0.5b = 1b Perforatiar� 5��Type a{Manlfold Goru�ection(End or Center):
<br /> Spactng=itength of l.aterat)�(Afumt�r of Perttxations•1 y Q� ��'
<br /> (C�.J ) '• t 16 P4YfMHtfOt15-1) = 2.0 �L a 24.� iFiC?185
<br /> la.erat 3 GPM=Length af 4aterai X Ga!lons Per Minutp Pec Foot{Lirre 8)
<br /> 30 ft X 0.3U GPM/�t= 9.O�GPM
<br /> Number of Perforations=GP1dJFlaw itate tor Laterai 3(Line 6.3) Ghecic Tabla ta ensure the m�xlmum number of perforations is not
<br /> exceeded.
<br /> 9.0 . 0.56 r t6 Perforations 5��Type of Manifqld Connectian(End ar Center):
<br /> SpacNt$_(Length of Lateret)/{Ahamber of Perforation5-1) 0� ��r
<br /> ( 30 ) a ( 16 Perfaratioqs-1} = 2.D ft = 34:�inches
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