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• , �-PRIN{<LER ��Y�TEM HYDRAULIC ANALYSIS • pacJ� 3 JO@ TI7LE= PF1SC0 MEDICAL CENTEft OUTPAI"IENT SURGURY DESIGN AREA 4 F'IPE DATA PIPE TAG C1( GPIh ) DIA( IN ) LENGTH PRF�S . END FI_�V . N0 .7. . PT DISC . VEL( FPS ) HL•J( C ) ( FT ) �UI�I . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PST ) Pipe = �. -25 .4 1 .049 PI_ 10 .00 PF 2 .0 1 22 .0 5 .6 20 .6 25 .4 9 .4 120 FTG ---- PE 0 .0 ?_ 22 .0 5 .6 22 .6 �6 .6 0 .?03 TL 10 .00 PV O .b Pipe= 2 -52 .0 1 .300 PL 6 .50 PF 1 .3 � 2 22 .0 5 .6 22 ,6 �h .6 11 .2 120 Fl"G ---- PE 0 ,0 3 22 .0 � .6 23 .9 27 .4 0 .201 7L 6 .50 PV 0 .8 Pipe = 3 -79 .4 1 .610 PL 10 .00 PF 2 . ]_ � 22 .0 5 .6 23 .9 27 .4 12 .5 120 FTG ---- PE 0 .0 4 22 .0 5 .6 26 .0 28 .5 0 .207 TL 10 .00 PV 1 . 1 Pipe : 4 -108 .0 1 .610 PL 10 .50 PF 3 .�5 � 22 .0 5 .6 26 .0 28 .5 17 .0 120 FTG ---- PE 0 .0 �� 22 .0 5 ,6 29 .8 30 .6 0 .366 TL 10 .50 PV 1 .9 Pipe� 5 -138 .5 2 .067 PL 10 .50 �F 1 .E3 `.� 22 .0 5 .6 29 .8 30 .6 13 .2 120 FTG ---- PE 0 .0 �� 22 ,0 5 .6 31 .6 31 .5 0 .172 TL 10 .50 PV 1 .�� Pipe : 6 -170 .0 2 .067 PL 7 .50 PF 4 .4 'i ' 6 22 .0 5 .6 31 ,6 31 .5 16 .3 120 FTG T PF 0 .4 � �i 3 23 .0 0 .0 35 .6 0 .0 0 .2_51 TL 17 .50 PV 1 .8 I, Pipe: 7 -25 .2 1 .049 PL 10 .00 PF 2 .0 7 22 .0 5 .6 20 .3 25 .2 9 .4 120 FTG ---- PE 0 .0 ' 8 ' 2? .0 5 .6 22 .3 26 .4 0 .200 TL 10 .00 PV 0 .C-� Pipe• : 8 -51 .6 1 .380 PL 6 .50 PF 1 ,3 � .?_2. .O 5 .6 22 .3 26 .4 11 . 1 120 F 7G ---- PE 0 .O - �s' 22 .0 5 .6 23 .6 27 .2 0 . 198 TL 6 .�0 PV 0 .8 Pipe � 9 -78 .8 1 .610 PL 10 .00 PF 2 .0 '=- 22 .0 5 .6 23 .6 27 .2 12 .4 120 FTG ---- PE 0 .0 10 ' 22 .0 5 .6 25 .6 28 .3 0 .204 TL 10 .00 PV 1 .0 Pipe: 10 -107 . 1 1 .610 PL 10 .50 PF 3 .8 10 • 22 .0 5 .6 25 .6 28 .3 16 .9 120 F7G . ---- PE O .O 11 • 22 .0 5 .6 29 .4 30 .4 0 .360 TL 10 .50 PV 1 .9 Pipe. : 11 -137 .5 2 .067 PL 10 .50 PF 1 .� 11 , 22 .0 5 .6 29 .4 30 .4 13 . 1 120 FTG ---- PE 0 .0� 1? 22 .0 5 .6 31 .2 31 .3 0 . 169 TL 10 .50 PV 1 .2 Pipe. : 12 -168 .8 2 .067 PL 7 .50 PF 4 .3 1? 22 .0 5 .E� 31 .2 31 .3 16 . 1 120 FTG T PF 0 .4 , 42 23 .0 0 .0 35 . 1 O .0 0 .?_�7 7L. 17 .50 PV 1. .8 Pipe= 13 -25 .2 1 .049 PL 10 .00 PF 2 .0 13 22 .0 b .6 20 .2 25 .2 9 .4 120 FTG ---- PE 0 .0 1•� 22 .0 5 .6 22_ .2 26 .4 0 ,200 TL 10 .00 PV 0 .E�,