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_ <br /> . <br /> . ; . <br /> i SPRINKLER SYS�EM HYDRAULIC F�NALYSIS � Pa<je 1 <br /> Date: 04/03/93 PASCODA3 <br /> �OB TITLE = PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 3 <br /> WATER SUPPLY DATA <br /> �OURCE STATIC RESID . - FLOW AVAIL . TOTAL REQ 'Q <br /> NODE, PRESS . PRESS . @ PRESS . � DEMANb P2F:SS . <br /> 1"AG ( PSI ) ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( P5T ) <br /> CITY 46 .0 40 .Q 1095 .0 43 . 1 742 .3 20 .0 <br /> ' AGGREGATE FLOW ANALYSIS: � <br /> ! <br /> TO7AL FLOW AT SOURCE 742 .3 GPM <br /> � TOTAL_ HOSE STREAM ALLOWANCE AT SQURCE 0 .0 GPM <br /> I OTHER HOSE STREAM ALLOWANCES 250 .0 GPM <br /> I TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 492 .3 GPM <br /> NODE ANALYSIS DATA . <br /> NODE 7AG ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> i ( FT ) ( PSI ) ( GPM ) <br /> 1 22 .0 K= 5 .60 12 .2 19 .6 <br /> ? 22 .0 K= 5 .60 13 .1 20 .2 <br /> 3 � 22 .0 K= 5 .60 19 .6 24 .8 <br /> 4 � 22 .0 K= 5 .60 19 .9 25 .0 <br /> 5 I ?2 •0 K= 5 .60 23 .5 27 .2_ <br /> 6 ' 22 .0 K= 5 .60 26 .8 29 .0 <br /> 7 � 22..0 K= 5 .60 19 .5 24 .7 <br /> 8 22 .0 K= 5 .60 23 .8 27 .3 <br /> ? 22 .0 K= 5 .60 26 .8 29 .0 <br /> 10 22 .0 K= 5 .60 13 .6 20 .6 <br /> 11 ; 22 .0 K= 5 .60 13 .6 20 .7 <br /> 1? 22 .0 K= 5 .60 20 .3 25 .2 <br /> 13 22 .0 K= 5 .60 23 .2 27 .0 <br /> 14 22 .0 K= 5 .60 28 .7 30 .0 <br /> 15 22 .0 K= 5 .60 13 .3 20 .5 <br /> 16 � 22 .0 K= 5 .60 13 .5 20 .6 <br /> 17 � 22 ,0 K= 5 .60 16 .3 22 .6 <br /> 18 'j 22 .0 K= 5 .60 17 .9 23 .7 <br /> 19 ' 22,.0 1:= 5 .60 22 .3 26 .5 <br /> 2.0 22 .0 K= 5 .60 25 .4 28 .2 <br /> :'1 23 ,0 - - - - 20 .6 - ; - <br /> �2. � 23 .0 - - - - 27 .9 - - - <br /> '?2A 23 .0 - - - - 24 .5 - - - <br /> 23 23 .0 - - - - 32 .3 - - - <br /> :_'�1 23 .0 - - - - 24 . 1 - - - <br /> ?_5 23 .0 - - - - 27 .9 - - - <br /> 26 23 .0 - - - - 14 .0 - - - <br /> 27 23 .0 - - - - 21 .0 - - - <br /> '='� ; 23 .0 - - - - ?9 .9 - - - <br /> 2`� 23 .0 - - - - 34 .8 - - - <br /> :;0 23 .0 - - - - 14 .3 - - - <br /> 3.L 23 .0 - - - - 17 .:s - - - <br /> :3� 23 .0 - - - - 19 .0 - - -- <br /> 3 3 23 .0 - - - - 26 .5 - - - <br />