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i��_��.,..�-; 1`±_�<' 1 � •:_�_, i i<�_n i t�t_:i tl 1 �_l i i_il-�_ i.it- rl_i il_� ;_� Utl:+ I U u�1'r'.;L1'_,l�_1 F-'.l_th
<br /> f. .
<br /> � �Pi�(?CF�,UR�
<br /> � A. Detrrmine puxrtp capar�tpt �
<br /> F!� p�MT�1'K�1 �F A �RFa1d1Yf0 LJ�tt101t.
<br /> �rxvity L7�str�b�ation
<br /> t. Minimum ae�ggested is 600 gallons per hour(lU$�m)�►stay�►h�d of � •*'"�°�""'
<br /> wc�ter usc rate. � �w
<br /> �. Maxirrtum suggested frn'delivery to a drop box of a t�ame sy�tem�s�.7p0 .',;.,.,�, ,.. �.�,. . w«+«.+�.�t«r w.•
<br /> &allar�s per haur(4S gpm)ta prevertt build•up af pres�rre in drop box, • ��: i..�►�u�•� ..'��"',•,,,�� ,*•,«,
<br /> w, b�«wMririlr
<br /> . -� � �.r
<br /> ��nrit Di�tribstNtm • � � .�,.�'��'
<br /> 3. a. Sele�t n�mber�perfdr��ed laterals_ 3 ,
<br /> b. Setect perf�aration ag��ng� � f!. .,�. ; ..,.:, ;.:.�, � �
<br /> c. Subt �ft,from the rocic layer length. g,_,.� c�►�e�,. �" '�'�
<br /> 1����+r 2 h.�.,�R, °': ,.;: �. �
<br /> . o,�..����'"r"�w
<br /> d. petermine the nurnber of sp�c�s be�ween p�rfarati�s.
<br /> i,�►,gth �rf.sp�in���,,..f��.,,�,.r,f�_.�..,.� ��o,p pa�txztart�m c�t
<br /> e. ���}�C�e's�1��,�_pE�otatEar��/iaterar
<br /> " f, MultiplY Pe�rfaratiana per lateral by r�umber of latc�rals tt� t�rad �a��,re.rp�
<br /> �et tntal numbey'of perforations, ►/� �/,
<br /> �t'. x .�+��,,�perfarorians.
<br /> �.a v.� o.��
<br /> c�� �a o.� a�n
<br /> g• '� x�t�+�L S� i,bb o,eo 1.0�
<br /> 2s t►� �.»
<br /> ��`sL�CT'�]PX1MP�APACITY�.L.,,_�Pm 4A 't.73 i.p
<br /> S.Q i.26 1.b$
<br /> � �.�et�rn►ine h�ad reqnireatent� �u.t.0 loot ot 1,.+d!a r�idd+tl�l rpiMee+�.
<br /> ��'� f. Elevatian difference betw�tt pump and poirit of disd'�tge. bU«r z.o hataf he�d kr oMefNt.b�r
<br /> ���
<br /> 2. If pkrrnpiry�tc�a pre�sure d'fstribution systerrt.acid Fiv�feet for p�ure
<br /> ' mc�uired at tttanifvld
<br /> �,,,�,fieet
<br /> �. Fricticli't lass ����
<br /> a. Ente�t'frictian'�Ioss tabie with gp�r►and pipe diamct�r. 1�o���.
<br />� Read Erfctia�►loss in fi�t pe�'1QQ Feet fmrn table_ "'"'°'l���
<br /> F.i..=/,,�- E�.�ioo fc of�� ��� "�.�n��
<br /> b. D+etern+ine tvt�1 i ler'►gth from pump to discharge l . tl p � '7�
<br /> P i�
<br /> point. Add 25 pt�nt ta pipe len�th far fitting .
<br /> �o�,s,or u�a fitNrig ic�ss C1►��t. �uivalent pi�e F-l8h
<br /> length-Y•�N�p�le�gth= � i.S ir�ch ZO i�ch 3.0 inch
<br /> :� ;, x 1.Za ���'- �� � rt�a+taN�aaen a[�q+►
<br /> c. �atculat�t�tal fr1cl�on luss by muitip�yi�+g 10 �.c�9 �1•2�
<br /> fri�tiori loss in ft/100 ft by�quiv�ient pipe Iert�th. � f �{ Q.� 0.8
<br /> Tahal fric�on Ins�_ �.:..�x���0� --�— � i� i.c� o.4a
<br /> ,�. �p�����irec�is the surn oF elevation diffet�enCe, .
<br /> speci�l head t�equlrem�nts,and total frictior}oss, 20 �+�17 �,T� 4.1I
<br /> 7.S �.� 1.�-; 1�– o� '
<br /> �.,,,_+�, S --+� 3S 7.90 2.06 0.30
<br /> (�) t�1 �3C) 40 11.07 1.54 0.34
<br /> 45 14.73 3.28 0.48
<br /> 'TOTAL HEAt� ���feet � 4.76 0.7A
<br /> 50 S.6d 0.8�
<br /> ���G Pump�electi�n `
<br /> 1. ,l�ptimp xnust be selecE�d t�o d�liver at least_�gpm (Step A)
<br /> wittt at least, ,�#eet of total h�ad tS��p B)-
<br />
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