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I - � <br /> __ � <br /> ; I SPRxNKL�R SYSTEM NYDRAULIC ANALYSIS Page 1 � <br /> L�ATE: 3%1fZ001 � Q:�,FIL�S\CURRAYt9$027_1$�$�27FPO�.SDF <br /> �OB TT"tLE, Eas� Pasco pi agnosti c � <br /> WAT�R SUPPLY DATA <br /> StJURCE STATIC RESIO. F�OW AVAIL. 70TAL REQ'p I � <br /> NODE PRESS. PRESS. @ PRESS. @ D�MAND PRESS. I � <br /> -rA� l fPszj C�s�) ����w) C�s�) ����) C�sz) � <br /> 5RC 78.Oi 65.0 504.0 66.7 462.9 53.4 � i <br /> � � I <br /> AGGREG � E FLOW ANALYSIS: ( I <br /> i I � <br /> TOTAL FLdW AT SOURC� 462.9 GPM � i <br /> TdTRL �HOSE STREAM A�LOWANCE AT SOURCE 100.0 GPM <br /> t3TH�R, HOSE 5TREAM AlLbWANCES. 0.4 GPM I <br /> TO`t'A� DISCHARGE FROM ACTTVE SPRINKLERS 362.9 GPM I <br /> � <br /> I <br /> i <br /> NODE ANALYSIS DATA i <br /> NODE TR� EL.EVATION NODE TYPE PRESSURE DISCHARGE <br /> f (FI') �PST) �GPM) I <br /> sRc 31�. 5 souRCE 53.� 362.9 � <br /> x.A 31. 5 - - - - 16.1 - � - ! <br /> Ts 31. 5 _ _ _ _ x�.6 - - - <br /> lc 31.�5 � - -- -- ' 13.2 - - - � <br /> lD 31.5 - - - - 14.3 _ _ � <br /> 3,E � 31.5 - - - - 7.1.9 - - - i <br /> 1F 31. 5 - - - � 12.3 - - - � <br /> 1G 31. 5 - - - - 17.6 - � -- � <br /> 1N 3]..15 - - - - 11.6 -- � - <br /> 2A 32 .2 - - - - 15.� - - <br /> zAs 3�.z K= s.sa 14.3 zi.� i <br /> zB 3z 42 -- - - - 9.s -. - - <br /> 285 34.8- K= 5.70 9.0 17.1 <br /> 38 37 .� � _ - _ 9.0 - - - � <br /> 3B5 30�$ K= 5.7q 8.5 16.6 � <br /> 4B 32,�2 - - - -- � 8.2 � <br /> 48S 30�8 K= 5.70 7.$ ~15.9 <br /> SB 32 �2 - - - -- 7.3 - - - � <br /> zcs �Zis K=_�_7a ��:o `a.s.l � <br /> . I <br /> 2CS � 33!� K= 5.84 9.9 18.3 � <br /> 3C 32�2 -- - - - 1Q.8 � <br /> 3cs 33!2 K= 5.80 9.7 ls.l � <br /> I <br /> . <br /> 4C 32 2 _ .. _ _ 9.9 - - - <br /> �CS 33 �2 K= 5.$Q 8.9 1.7. 3 ( <br /> 5C 32,12 - - - - 9.0 - - - I <br /> 5Cs � 33i!2 K� 5.80 8.4 16.A- <br /> 2D � 32!2 _ _ -- -- 13.9 - - � � <br /> 2ES 33'l� K=�5�84 i2�,5 y20.6 ` , <br /> � <br /> ZES 33�,��2 K�_5+$a $.$ _3.T.2 <br /> 3� ( 32��2 9.b <br /> 3�S 33:2 K= 5.$Q 8.6 17.0 <br /> 4E 3 ��2 �- _ -- _ 9.1 -- _ _ <br /> , <br /> I <br /> I <br /> � � <br /> , <br /> , <br /> i <br />