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i � <br /> : �� I - - "' ,'t' c�;'E:':�; <br /> Y -' -, <br /> ' SP�TNKL,ER SYSTEM HYDRAULIC ANALYSIS Page 1 � _ • � _ - <br /> D�te: 08/24/1999 EPMV-2 .SDF <br /> J�B TI'T'LC: EAST PASCO MEDTCAL CEN1'ER 2ND FLOOR <br /> WATER SUPPLY� DATA <br /> SOURCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D <br /> NODE P;RESS . PRESS . i� PRESS . t� DEMr�NU PRESS . <br /> TAG (iPSI ) ( PSI )- - � GPM ) ( I�SI ) ( GPM ) ( PSI ) <br /> � SP �78 .0 65 .0 500 .0 68 .4 �2:3 .3 20 .0 <br /> AGGREGATE FLOW ANALYSIS� <br /> i <br /> TOTAL FLOW AT SOURCE 423 .3 GPM <br /> TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 .0 GPM <br /> OTHEft HOSE STREAM ALLOWANCES 0 .0 GPM <br /> TOT,AL DISCHARGE FROM ACTIVE SPRINKLERS 173 .3 GPM <br /> NODE ANALYSIS DATA <br /> NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> ( FT ) ( PSI ) ( GPM ) <br /> SP 19 .0 SOURCE 20 .0 173 .3 <br /> 1 19 .0 K= 5 .60 10 .1- 17 .8 <br /> 2 19 .0 K= 5 .60 11 .0 18 .6 <br /> 3 19 .0 K= 5 .60 14 .4 21 .2 <br /> 4 � 19 .0 K= 5 .60 10 .2 17 .8 <br /> 5 ; 19 .0 K= 5 .60 11 .0 18 .6 <br /> 6 19 .0 K= 5 .60 14 .4 21 .3 <br /> 7 19 .0 K= 5 ,60 10 .2 17 .9 <br /> 8 , 19 .0 K= 5 .60 11 .1 18 .7 <br /> 9 19 .0 K= 5 .60 14 .5 21 .3 <br /> 10 19 .0 - - - - 16 .3 - - - <br /> 11 � 19 .0 - - - - 16 .4 - - - <br /> 12 19 .0 - - - - 16 .5 - - - <br /> 13 19 .0 - - - - 17 .4 - - - <br /> ' <br /> � ; <br /> i <br /> � <br /> � I � � <br />