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I , SPRIPJKLE� SY�TEM HYDRAUI_IC ANALYSIS . p�iq� 1 Date = 04/03/93 P�SCODA4 :10E� TITLE :� PASCO MEDICAL CENTER OUTPA7IFNT SURGURY DESIGN AREA 4 " WATER SUPPLY DATA SOURCE STFITIC F2ESID . FLOW AUAIL . 70TAL REQ 'D NOGE PRCSS . PRESS . C� PRESS . @ DEIWAND PR�S�� ., TAG ( PSI ) ( PSI ) ( CPNI ) ( F'SI ) ( GPM ) ( PSI ) CITY 46 .0 40 .0 1095 .0 42 .5 823 .5 2U .0 AGGREGATE FL06J ANALYSIS : T07AL FLOW AT SOURCE 8"?._3 .5 GPM 70TAL HOSF �TF<EAM ALLOGJANCE AT SOURCE 0 .0 c=,PM 07HER HOSE STREAM ALLOWANCF_S 250 .0 GPI�I 70TAL DISCHARGE FROM ACTIVF SPRiN�:f_FRS 573 ,5 GPM NODE ANALYSIS DATA NODE TAG El_EVATION NODE TYPE PRESSIJRE DISCHARGE ( F7 ) ( PSI ) ( GPM ) ' �- 22 -0 K= 5 .60 20 ,6 25 .4 � 22 .0 K= 5 .60 22 ,6 26 ,h = 22 .0 K= 5 .60 23 .9 27 .4 4 22 .0 K= 5 .60 26 .0 28 .5 �� 22 .0 K= 5 .60 29 .8 30 .6 6 22 •� K= 5 .b0 31 .6 31 .5 7 22 .0 K= 5 .60 20 .3 25 ,? ' � 22 -0 K= 5 .60 22 .3 26 .4 y 22 .0 K= 5 .60 23 .6 27 ,2 10 , 22 .0 K= 5 .60 25 .6 �5 .3 11 22 .0 K= 5 ,b0 29 .4 30 .4 12 22 .0 K= 5 .60 31 .2 31 .3 13 22 .0 K= 5 ,b0 20 ,2 25 ,? 14 22 .0 K= 5 .60 22 .2 26 .4 � , 15 22 .0 K= 5 .60 23 .5 27 .2 1� 22 .0 K= 5 .60 25 .6 2s .3 . 17 22 .0 K= 5 .60 29 .4 30 .3 1� ' 22 .0 K= 5 .60 31 . 1 31 .2 �9 22 .0 K= 5 ,60 34 .7 33 .0 2� 22 .0 K= 5 .60 34 .8 33 .0 35 23 .0 - - - - 37 .5 - ,- - 36 � 23 .0 - - - - 37 .3 - - - 37 23 .0 - - - - 37 .0 - - - 38 23 .0 - - - - 36 .7 - - - 39 ' 23 .0 - - - - 35 .3 - - - 40 � 23 .0 - - - - 35 .� - _ _ �1 23 .0 - - - - 35 .0 - - - 42 23 .0 - - - - 35 . 1 - - •- �3 23 .0 - - - - 35 .6 - - - � Q4 23 .0 - - - - _ _ _ 37 .3 45 23 .0 - - - - - - - 49 .0 4 6 23 .0 - - - - 43 .O - - - 47 23 .0 - - - - 47 .0 - - - 48 23 .0 - - - - 59 ,3 _ _ _