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• <br /> HYDRAULIC CALCULATIONS ` <br /> --- ROUTE NO. 3 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 17 16 .10 2 . 157 0 8 . 7 8 .27 <br /> K=5 . 6 0 . 00 0 0 0 . 00 0 . 00 <br /> PIPE 17 16 .10 100 0 8 . 7 0 . 03 8 .27 <br /> OUTLET 18 16 .13 2 . 157 0 8 . 7 8 .30 <br /> K=5 .6 0 . 01 0 0 0 . 00 0 . 00 <br /> PIPE 18 32 .24 100 0 8 . 7 0 . 11 8 .30 <br /> OUTLET 19 16 .24 2 . 157 0 8 . 7 8 .41 <br /> K=5 . 6 0 .03 0 0 0 . 00 0 . 00 <br /> PIPE 19 48 .48 100 0 8 . 7 0 .24 8 .41 <br /> OUTLET 20 16 .48 2 .157 0 8 . 7 8 . 66 <br /> K=5 . 6 0 . 05 0 0 0 . 00 0 . 00 <br /> PIPE 20 64 . 96 100 0 8 .7 0 .42 8 . 66 <br /> OUTLET 21 16 . 87 2 . 157 0 8 .7 9 . 08 <br /> K=5 .6 0 . 07 0 0 0 .00 0 . 00 <br /> PIPE 21 81 . 83 100 0 8 . 7 0 . 64 9 .08 <br /> OUTLET 22 17 .46 2 .157 0 8 .7 9 . 72 <br /> K=5 .6 0 .11 0 0 0 . 00 0 . 00 <br /> PIPE 22 99 .29 100 0 8 . 7 0 .92 9 . 72 <br /> OUTLET 23 18 .26 2 .727 0 10 . 0 10 . 64 <br /> K=5 . 6 0 .05 0 0 0 . 00 0 . 00 <br /> PIPE 23 117 .55 100 0 10 . 0 0 .46 10 . 64 <br /> OUTLET 24 0 . 00 2 .727 1 25 . 0 11 .10 <br /> K=0 0 .05 1 13 0 .00 0 .00 <br /> PIPE 24 117 .55 100 0 38 . 0 1 . 75 0 . 00 <br /> REF 903 12 . 85 <br />