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HYDRAULIC CALCULATIONS <br /> --- ROUTE NO. 4 DESCRIPTION --- <br /> Q-ADD DIA T PIPE PT PV <br /> REFERENCE LOSS/FT E FITTS PE PE <br /> Q-TOTAL C-FACT LT TOTAL PF PO NOTES <br /> OUTLET 25 18 .52 2 . 727 0 8 . 7 10 . 94 <br /> K=5 .6 0 . 00 0 0 0 . 00 0 . 00 <br /> PIPE 25 18 .52 100 0 8 . 7 0 . 01 10 . 94 <br /> OUTLET 26 18 .53 2 .227 0 8 .7 10 .95 <br /> K=5 . 6 0 .01 0 0 0 .00 0 . 00 <br /> PIPE 26 37 .06 100 0 8 . 7 0 . 13 10 . 95 <br /> OUTLET 27 18 . 64 2 .227 0 8 . 7 11 . 08 <br /> K=5 .6 0 . 03 0 0 0 . 00 0 .00 <br /> PIPE 27 55 . 70 100 0 8 .7 0 .27 11 . 08 <br /> OUTLET 28 18 .87 2 .227 0 8 . 7 11 .35 <br /> K=5 . 6 0 .05 0 0 0 .00 0 .00 <br /> PIPE 28 74 .56 100 0 8 .7 0 .46 11.35 • <br /> OUTLET 29 19 .25 2 .727 0 10 .0 11 . 81 <br /> K=5 . 6 0 .03 0 0 0 .00 0 . 00 <br /> PIPE 29 93 . 81 100 0 10 . 0 0 .30 11 .81 <br /> OUTLET 30 0 . 00 2 . 727 1 25 .0 12 . 12 <br /> K=0 0 . 03 1 13 0 . 00 0 . 00 <br /> PIPE 30 93 .81 100 0 38 .0 1 .15 0 . 00 <br /> REF 904 13 .27 <br />