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1�, � <br /> ' ' aPRIiVKL�R SY�TEM HYDRAULTC ANALYSIS k'�ge �; <br /> • Da�e: 08/24/1999 EPM�.SDF <br /> JOB TITLE: EAST PASCO MEDICAL CENxER <br /> WAT�R SUPPLY DATA <br /> I <br /> I <br /> SOURCE S�TATIC RESID, FLOW AVAIL. TOTAL REQ'D <br /> N4DE PRESS. PRESS. @ PRESS . @ T7EMAND PRESS , <br /> TAG (PSI ) {PSI ) (GPM) (PSI ) (GPM) (PSI) <br /> �� <br /> SP 78 ,a 65 . 0 500n0 72 . 5 315 , 6 27 . 8 <br /> i <br /> i <br /> �� AGGREGATE FLOW ANALYSIS : <br /> � I I <br /> � li <br /> TOTAL FLOW Afi SOURCE 315 , 6 GPM � <br /> TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM <br /> 4'�HER HOSE STREAM ALL4WANCES 0 .4 GPM <br /> TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215 . 6 GPM <br /> NODE ANALYSTS DATA <br /> NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> {FT} {pSI} (GPM} <br /> SP 9.4 SOURCE 27 . 8 215 . 6 <br /> Sl 8 . 0 K= 5 . 60 11 . 4 18 . 9 <br /> S2 8 . 0 K= 5 . 64 9. 5 � 17 .3 <br /> S3 8 . 0 - K- 5 . 60 $ . 8 16 . 6 <br /> 54 � 8 .0 K= 5 . 60 ? . 9 1.5 .8 <br /> i <br /> S5 . 8 . 0 K= 5 . 60 I.0 . 4 18 . 1 <br /> S6 8 . 0 K= 5 . 60 9 . 0 16 . 8 <br /> S7 . 8 .0 K= 5 . 60 8 . 3 16. 1 <br /> S8 ; $ .0 K= 5 . 60 7 . 5 15 . 3 <br /> S9 ' 8 .4 K= 5 . 60 14 . 2 1.7 . 9 1 <br /> S10 � $ .0 K= 5 . 60 7 . 9 1.5 .8 <br /> 511 ; 8 .0 K= 5 . 60 '7 . 2 i5 .0 <br /> S12 8 . 0 K= 5 . 60 8 . 4 16 . 2 <br /> 513 R . Q. K= 5 , 60 7 . 9 15 . 7 <br /> 1 ', 9.0 - - - - 2� . 4 - - - <br /> 2 �, 9 .0 - - - - 25 . 5 - - - <br /> 3 9.4 - - - - 25 . 1 - - - <br /> 4 9 . 0 - - - - 1$ . 2 - - - <br /> 5 i 9. Q - - - - 1.2.0 - - -- , <br /> 6 i 9 .0 - - - - 11 . 3 - - - <br /> 7 ' 9 .0 - - - - 11 . 0 - - - <br /> 8 i 9 . 0 - - -- - I.I. . 7 - - - � <br /> 9 � 9 . 0 - - - - 9 . 8 - - - i <br /> 14 9.0 - - - - 8 . 9 - - ~ ' <br /> 11 �` 9 . 0 - _ y _ 9 . 2 y _ - � <br /> 12 9 .0 8 . 4 <br /> 13 9 . 0 - - - - 9 . 1 - - - <br /> 14 9 .0 - - - - 8 ,3 - - - � <br /> Z5 9 . 0 . - - - - 8 . 5 - - - <br /> I � <br /> �, , <br /> �i <br /> � � <br /> � ' <br /> i <br /> , ; <br /> � <br /> r� - � <br />