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HYDRAULIC CALCULATIONS <br /> --- OUTLET TABLE --- <br /> OUTLET # K-FACTOR PRESSURE FLOW ELEV . (FEET) MIN. FLOW <br /> 1 4 . 240 9 . 238 12 . 89 18 . 00 12 .80 <br /> 2 4 . 240 9 . 399 13 . 00 18 . 00 12 . 80 <br /> 3 4 . 240 9 . 985 13 . 40 .18 . 00 12 .80 <br /> 4 4. 240 10 . 584 13 . 79 . 18 . 00 12 . 80 <br /> 5 4 . 240 11 . 628 14. 46 18 , 00 12 .80 <br /> 6 4 . 240 9 . 112 12 . 80 18 . 00 12 .80 <br /> 7 4 . 240 9 . 271 12 . 91 18 . 00 . 12 .80 <br /> 8 4. 240 9 . 849 13 . 31 18 . 00 12 .80 <br /> 9 4. 240 10 . 440 13 . 70- 18 . 00 12 .80 <br /> 10 . 4. 240 11 . 472 14 .36 18 . 00 12 . 80 <br /> . 11 4 . 240 15. 686 16 .79 18 . 00 12i80 <br /> 12 4. 240 15. 94916.93 18 .00 12 .$0 <br /> 4 - <br /> ,a <br /> F <br /> l L' <br /> HYDRAULIC CALCULATIONS <br /> PIPE TABLE <br /> - x <br /> FRICTION . VELOCITY <br /> ' ` ' �FRICTION <br /> PIPENO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND <br /> 1 1 . 380 10.`63 12:$9 120 0 .01520 . 161 2 .8 . <br /> Z 1 . 380 ,410: 63 25:88 : 120 0 . 0552 0 . 586 5.6 <br /> 3 1 . 610 10. 63 39.28 120 0 . 0563 0 . 598 6 . 2 <br /> 4 1 . 61041.0 . 63 53.'08 ;120 0 . 0983 1 . 044 8 . 4 <br /> 5 1 . 610 :x,29 . 00 :67. 54 ",120 0 . 1535 4. 451 10 . 6 <br /> . 6 1 .380 '10 . 63 12 : 8;0' , ,`t 120 0 .0150 0 . 159 2 . 7 <br /> 7 1 . 380 '1 0 . 63 25. 71 ' 120 0 .0545 0 . 579 5. 5 <br /> 8 1 . 610 10 .63 39 .02 120 0 . 0556 0 . 591 6 . 1 <br /> 9 1 . 610 10 . 63 52 . 72 120 0 . 0971 , 1 . 031 8 ..3 <br /> 10 1 . 610 34 .00 67 .08 120 , 0. 1516 5. 153 10 . 6 <br /> 11 1 . 380 10 .63 16 . 79 120 0 . 0248 0 . 263 = 3 . 6 <br /> 12 1 . 610 60 . 00 33 . 73 120 0 .0425 2 . 549 5. 3 <br /> 13 2 . 067 12, 00 67 . 54 120 0 . 0455 0 . 545 6 . 5 <br /> 14 2'. 067 11 . 50 134.61 120 0 . 1628 1 .873 12 . 9 <br /> 15 2 . 067 3 . 00 -168 . 34 120 0 .2463 0 . 739 16 . 1 <br /> 16 3 . 068 95. 00 168.34 120 0 . 0360 3 . 418 7 . 3 <br /> 17 3 . 026 30 . 00 168 .34 � 120 '0 .0385 1 . 154 7 . 5 <br /> 18 2 . 750 84. 00 168 . 34 ' 140 0 . 0461 3 . 872 9 . 1 <br /> 19 2 . 750 0 . 50 168 . 34 140 0 . 0461 0 . 023 9 . 1 <br /> 20 2 . 750 0 . 50 158 . 34 140 0 . 0461 0 . 023 9 . 1 <br />