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Mar-05-99 08= 55A P _ 09
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<br /> l'UMP S�LGC.TIUN 1'IZULiipUltl
<br /> !I� PfFE U1UT10H !11 n 1��n ivinl l l� 1�11�NA�
<br /> /� 1��tcrmine pum}+ c�j�acitY=
<br /> -u_�..,
<br /> (:ra.�ity Distr:bution ` �� �
<br /> 1 Minirrn�m su��-snd �s(,Ocl�;al1�,n, (x�r h�iur(lU!;I»��) In slav:,hc•a�i<�I �—.-" "'-'— —
<br /> wat�r ux ralc. ;' �...-.�.,-.- �"�'"'". "k �...
<br /> •-�_-�.,'�:,�,,.,�,^'
<br /> ' Maximum su�,+t��rd for d�l�vcry �ci a drt>F�lx�x ol .� hi�mr sv�ic�m �s 2,71k1 "�- �' -,�i�—���� •.,..,,,...,,
<br /> gallons pet'hour{45�;prn)lo prcv�,�� b��ild-up ol pres���m �n diup tx�x y� r,,,,� '^_
<br /> � �...� �r,....,,
<br /> '�9n�1! .i ,�.�.„p�
<br /> i+..r.u...��w�«.�
<br /> Yressure Distibution ��,�,� ,..�� . ,
<br /> 3.a. Scicc� numbero(perforaled laterals
<br /> 1 i. �—��r--�-�-
<br /> Scic�ct pt�rforation 5pacuig- fc��t_ — �o„r�.,z,,� •.�....�„»a
<br /> ........d..z......�
<br /> c Subtract Z h.fronn the rock layer lcnbth.
<br /> „�,�—�-2 ft.= feet_
<br /> �1 Deternnine the number of spac�es between}xrforaUonti.
<br /> Ixn�th }n'r-f.Spacing= f!.+ (l-= s accs
<br /> c'. sPaces t ] = perfnrations/laterai p ��lo s�x,wnui�� e
<br /> P'� ��
<br /> f. Multiply perforatioris Exr lateral�y nun,ber o(taterals t� D�s,charge '
<br /> t total nuni}�er o( �rforaeons. x H�d 'S7'�P" � -��.:
<br /> fi� P� W.,.,. P„-��,,,,__ _ perforations. �Eccc� '
<br /> �� �ea X As.i�� KPIII '.. -�
<br /> 1.Oa O.�6 0.74
<br /> SELECI�EU PUMP C'APACITY�_RI`TR Z.O� ��_F�O I.O4
<br /> R. Il�•terminc•head rec�vix'ements: -- '
<br /> i �leva�ion d"►ficmr�c�e betx•een p mp and�inY ot dixt�ai���. a- Use for ,in�,l�fam�ly i�un�es
<br /> _�feet b.Use for all othcr appl�catipr�
<br /> 7- If punnpittg tn a pressurc distn-butiot►system,fiye f�t for j�n�ssure
<br /> rtquired at manifold if gravi system,zem.
<br /> �_feet
<br /> 3 Fricaotl ioss
<br /> a. Fnter friction]oss table with gpm and pipe diametcr_ Pipc i.a��
<br /> Read iriction in feet per l0�feet from table. � �
<br /> ?),2� F.L��ft/100 ft oE pipe Po�vf Discha��
<br /> b. Dc.stermine total Pipe lc�gth frotn pua,p to discharg�
<br /> poinL Add 25 p�t tv Pipe length fnr fitiing E1c�u�oa Dif'f'csaicc
<br /> loss,or use a C�thng 3oss chart. Cquivalcnt pipc P"u`�'
<br /> lcngth-i.?S tiux�s � length- ��
<br /> ��x 2.25=-....�_fcet __. F-tRn
<br /> c. Cainilatc total friction bss by multiplying 1.5�ci, 2.0 inch 3_0 inch
<br /> hiction loss in ft/ 00 ft�equivalent pipc ten�t�,. `� �`" F'�`m°"'«'`'�v�`
<br /> Total fricCion loss� -��X�?�I00=�(/__fe�� 10 0_69 0.20
<br /> 4. Total head required is the sum of elevation diffcrenc-�, �2 ��� ���g
<br /> 14 1.25 U.3ti
<br /> special head re9uirements,and to�al friction l��y. 16 ].G3 q ag
<br /> 6 ,g ��z ,,.«� ;
<br /> -- � ----� � . � 20 2.4/ � c 7 i t � 0 1 I
<br /> ?5 '1.7i I . . 1) �r� �
<br /> (1) (�) (3c) !(1 I •,�: , , . i,:�
<br /> 1 � 'i5 :'�4� �,�. i� :��
<br /> l c)'f ,1t )il_AI�J at1 11 O; ' ' n: � (i ���
<br /> .. f��ci �•; la 1 t •a f t��t�
<br /> 5(1 j�Ki I Q.SK
<br /> c-_ I�iur►E, seleclion 5; �+ -��, u.�o
<br /> (�ll S(�(1 I 0$�
<br /> - -._ .._ _ ..__—. .—. _—. —_----�-- _.__ . ... I--- -
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<br /> ; ]. A ��.trtt � rnu�;i h�> �,i�l<�rt��c9 tc> cj�1 ,�
<br /> i / �� �- f ll( r at ��•.��,1
<br /> ;
<br /> �� f;}i�ri (`it��i, /\1 tivit3� :3I I��.r-� �� (�'�•l cif lcil.tl li��.,�t �'.,,��� �SI
<br /> - -- - - � ---- ..___..__ ._ -- ---�
<br /> 0:�/O�i/99 I�RI 01i:23 ('1'X/RC NO 535:i I
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