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�ile area 2 r,`�e <br /> Page 2 of 2 <br /> Node Node Flow K-factor Elevation f�r�ssure Diameter Length Fric Loss <br /> Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss <br /> Pipe Flow Velocity Ttl Length Tti FL <br /> 13 0 00 0 OQ 33 95 3 314 35 000 0 006 <br /> tor 0 00 0 00 34 27 120 2E 20 383 0 00 <br /> 76 59 2 85 55 ;380 0 32 <br /> tor 0 00 0 00 34 27 4 310 17 C100 Q 002 <br /> bor 0 00 0 00 34 33 120 BV 16 �24 0 00 <br /> 76 59 1 68 33 i 20 0 05 <br /> bor 0 00 0 00 34 33 5 910 160 C�00 0 000 <br /> b1 0 00 0 00 34 39 150 6E 111 894 0 00 <br /> 76 59 0 90 271 890 0 06 <br /> b2 0 00 0 00 38 51 5 910 1 Q00 0 000 <br /> b1 0 00 0 00 34 39 150 0 000 0 00 <br /> 76 59 0 90 1 000 4 12 <br /> The Flow Dependent Pressure Loss Device in this pipe accounts for 4 12 psi of the total friction lo:>s <br /> b2 0 00 0 00 38 51 6 275 40 000 0 000 <br /> src 176 59 Source 0 Ou 38 53 140 2E T GV 95 75$ 0 00 <br /> 76 59 0 79 135 760 0 03 <br /> � � �� 0 00 13 81 1 049 7 000 0 076 <br /> 1 H 15 00 5 60 12 50 7 17 120 2E T 9 OOd 5 42 <br /> 15 00 5 57 16 000 1 22 <br /> 2 0 00 0 00 13 86 1 049 7 000 0 077 <br /> 2H 15 03 5 60 12 50 7 21 120 2E T 9 000 5 42 <br /> 15 03 5 58 16 0��0 1 23 <br /> 3 0 00 0 00 14 01 1 049 7.000 0 078 <br /> 3H 15 17 5 60 12 50 7 34 120 2E T 9 000 5 42 <br /> 15 17 5 63 16 01)0 1 25 <br /> 4 0 00 0 00 14 33 1 049 7 O()0 0 081 <br /> 4H 15 46 5 60 12 50 7 62 120 2E T 9 000 5 42 <br /> 15 46 5 74 16 O()0 1 29 <br /> 5 0 00 0 00 14 89 1 049 7 000 0 086 <br /> 5H 15 94 5 60 12 50 8 11 120 2E T 9 OUO 5 42 <br /> 15 94 5 92 16 000 1 37 <br /> Units Legend <br /> Flo��_ <br /> 9p Velocity= ft/sec Fric Loss= psi/ft <br /> Elevation = feet Length, Elev Loss, <br /> Pressure= psi Eqv Length, Ttl FL = psi <br /> Diameter= inches Ttl Length = feet <br /> 06/06/13 "THE" Sprinkler Program 2001 <br />