ITERASI 2
Loop 1 ( BLOK A ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 1 38.4 0.1016 0.007536736 0.008851550 0.339899530 45.099036287 0.000255922 0.007792658 2 82.7 0.1016 -0.010255019 -0.015648139 -1.294101104 126.191975246 0.001878263
-0.008376756 3 38.4 0.0762 -0.005273397 -0.018452298 -0.708568256 134.366567940 0.000038932
-0.005234465 4 82.7 0.0508 0.001575989 0.014115592 1.167359454 740.715483395
-0.000270633 0.001305356 -0.495410376 1046.373062868
Loop 2 ( BLOK B ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 4 82.7 0.0508 -0.001575989 -0.014115592 -1.167359454 740.715483395 0.000270633
-0.001305356 5 35.9 0.1016 0.005960747 0.005735041 0.205887961 34.540630743 0.000526554 0.006487301 6 36.9 0.0762 0.004145969 0.011824732 0.436332600 105.242610348 0.000662127 0.004808096 10 45.8 0.0762 0.000097384 0.000011452 0.000524506 5.385959061 0.001422143 0.001587789 18 35.9 0.0762 -0.004225605 -0.012248349 -0.439715740 104.059830466 0.001366612
-0.002858993 -0.964330127 989.944514014
Loop 3 ( BLOK C ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 6 36.9 0.0762 -0.004145969 -0.011824732 -0.436332600 105.242610348
-0.000662127
-0.004808096 7 151.5 0.0762 0.001814778 0.002564523 0.388525225 214.089671173
-0.000135572 0.001679206 8 41.4 0.0508 0.001814778 0.018325220 0.758664103 418.047884271
-0.000135572 0.001679206 9 127.7 0.0508 -0.000683979 -0.003013386 -0.384809448 562.604185467 0.000760016 0.000076037
0.326047280 1299.984351259
Loop 4 ( BLOK D ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
11 190.4 0.0508 -0.000084182 -0.000062500 -0.011900035 141.360803942 -0.000701627
-0.000785809 12 99.6 0.0508 0.002498757 0.033114267 3.298181043 1319.928685693
-0.000895589 0.001603168 3.485562622 2103.742451770
Loop 5 ( BLOK E ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 11 190.4 0.0508 0.000084182 0.000062500 0.011900035 141.360803942 0.000701627 0.000785809 14 216.5 0.0508 0.002582939 0.035207638 7.622453550 2951.077648461
-0.000193962 0.002388977 15 54.7 0.0508 -0.004804601 -0.110992022 -6.071263619 1263.635340160 0.000646096
-0.004158505 1.563089966 4356.073792563
Loop 6 ( BLOK F ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 15 54.7 0.0508 0.004804601 0.110992022 6.071263619 1263.635340160
-0.000646096 0.004158505 16 42.4 0.0508 -0.002655642 -0.037062895 -1.571466738 591.746454692
-0.000840058 -0.0034957 17 79.9 0.0508 -0.001390405 -0.011195337 -0.894507388 643.343045781
-0.001057047
-0.002447452 18 35.9 0.0762 0.004225605 0.012248349 0.439715740 104.059830466
-0.001366612 0.002858993
4.045005233 2602.784671099
Loop 7 ( BLOK H ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 3 38.4 0.0762 0.005273397 0.018452298 0.708568256 134.366567940
-0.000038932 0.005234465 17 79.9 0.0508 0.001390405 0.011195337 0.894507388 643.343045781 0.001057047 0.002447452 19 40.4 0.1016 -0.008232184 -0.010421569 -0.421031387 51.144554910 0.000185794 -0.00804639 20 66.2 0.0508 -0.00202881 -0.022522794 -1.491008933 734.917972996 0.000409222
-0.001619588 28 17 0.1016 -0.004221553 -0.003029381 -0.051499476 12.199177778 0.001839331
-0.002382222 32 42.4 0.0508 -0.001265237 -0.009402508 -0.398666323 315.092210184 0.000216989
-0.001048248 -0.759130474 1891.063529589
Loop 8 ( BLOK G ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 -0.006203374 -0.006174360 -0.189552860 30.556413324
-0.000223428
-0.006426802 20 66.2 0.0508 0.00202881 0.022522794 1.491008933 734.917972996
-0.000409222 0.001619588 21 71.6 0.0508 0.000763573 0.003694020 0.264491837 346.387100037
-0.000192233 0.00057134 22 80.1 0.0508 -0.00142343 -0.011692235 -0.936547992 657.951562098
-0.000192233
-0.001615663 0.629399918 1769.813048455
Loop 9 ( BLOK I ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 2 82.7 0.1016 0.010255019 0.015648139 1.294101104 126.191975246
-0.001878263 0.008376756 28 17 0.1016 0.004221553 0.003029381 0.051499476 12.199177778
-0.001839331 0.002382222 29 39.5 0.0762 -0.004010631 -0.011120559 -0.439262071 109.524429173
-0.001653537
-0.005664168 30 56.1 0.0762 -0.001231489 -0.001251640 -0.070217030 57.017992170
-0.001237442
-0.002468931 31 51.8 0.1016 0.004881723 0.003963606 0.205314814 42.057858210
-0.001622341 0.003259382 1.041436292 346.991432577
Loop 10 ( BLOK J ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 27 60.4 0.0762 0.004645577 0.014595080 0.881542830 189.759599203
-0.000416095 0.004229482 30 56.1 0.0762 0.009367769 0.053420755 2.996904360 319.916552130 0.001237442 0.010605211 33 104.4 0.0762 -0.004815411 -0.015597494 -1.628378344 338.159784015
-0.000384899 -0.00520031 34 40.6 0.0508 -0.002425839 -0.031348760 -1.272759637 524.667810540
-0.000716318
-0.003142157 0.977309209 1372.503745888
Loop 11 ( BLOK K ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 0.006203374 0.006174360 0.189552860 30.556413324 0.000223428 0.006426802 19 40.4 0.1016 0.008232184 0.010421569 0.421031387 51.144554910
-0.000185794 0.00804639 23 54.5 0.0762 0.004020944 0.011173518 0.608956752 151.446215647 0.000031196 0.00405214 25 40 0.0762 0.000811992 0.000579234 0.023169349 28.533962199 0.000447115 0.001259107
--0.040621541 703.867923838
Loop 12 ( BLOK L ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 0.005330877 0.018826112 0.184495893 34.608919509
-0.001015678 0.004315199 26 37.2 0.0762 0.005885479 0.022608901 0.841051131 142.902749383 0.000300223 0.006185702 34 40.6 0.0508 0.002425839 0.031348760 1.272759637 524.667810540 0.000716318 0.003142157 35 120.4 0.0508 -0.002389572 -0.030487228 -3.670662196 1536.117010117 0.000331419
-0.002058153 -1.372355536 2238.296489548
Loop 13 ( BLOK M ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 25 40 0.0762 -0.000811992 -0.000579234 -0.023169349 28.533962199
-0.000447115
-0.001259107 48 39.4 0.0508 -0.000190407 -0.000282904 -0.011146418 58.539957727 0.000123532
-0.000066875 49 101.8 0.0508 -0.003297433 -0.055316064 -5.631175331 1707.745185830
-0.001763016
-0.005060449 50 101.8 0.0508 0.004157702 0.084938468 8.646736008 2079.691138967
-0.000415919 0.003741783 2.981244910 3874.510244722
Loop 14 ( BLOK N ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 -0.005330877 -0.018826112 -0.184495893 34.608919509 0.001015678
-0.004315199 36 37.9 0.0508 -0.007720449 -0.266909752
-10.115879603 1310.270892723 0.001347097 -0.006373352 43 36 0.05808 -0.000312475 -0.000369440 -0.013299840 42.562894248 0.00227769 0.001965215 49 101.8 0.0508 0.003297433 0.055316064 5.631175331 1707.745185830 0.001763016 0.005060449 51 73.4 0.0508 -0.00441351 -0.094858515 -6.962614999 1577.568646901 0.002124675
-0.002288835
-11.645115004 4672.756539212
Loop 15 Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 37 81.2 0.0508 -0.00330694 -0.055611472 -4.515651540 1365.507550862
-0.000777578
41 63.7 0.0508 0.002436299 0.031599288 2.012874634 826.201806074 -0.00034041 0.002095889 42 17.9 0.0508 0.004101035 0.082809210 1.482284850 361.441648321 0.000153015 0.00425405 51 73.4 0.0508 0.00441351 0.094858515 6.962614999 1577.568646901
-0.002124675 0.002288835 5.942122943 4130.719652159
Loop 16 ( BLOK O ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 38 38.7 0.0508 -0.004901738 -0.115179021 -4.457428117 909.356664375
-0.000437169
-0.005338907 39 82.5 0.0508 0.004830909 0.112118969 9.249814905 1914.715202615
-0.000437169 0.00439374 40 21.5 0.0508 0.001664736 0.015621209 0.335855996 201.747301407 0.000493425 0.002158161 41 63.7 0.0508 -0.002436299 -0.031599288 -2.012874634 826.201806074 0.00034041
-0.002095889 3.115368149 3852.020974472
Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.001664736 -0.015621209 -0.335855996 201.747301407
-0.000493425
-0.002158161 42 17.9 0.0508 -0.004101035 -0.082809210 -1.482284850 361.441648321
-0.000153015 -0.00425405 43 36 0.0508 0.000312475 0.000707349 0.025464577 81.493166813 -0.00227769
-0.001965215 44 74.9 0.0508 0.002518188 0.033592226 2.516057744 999.154052078
-0.000391141 0.002127047 45 36.7 0.0508 0.004399547 0.094304070 3.460959378 786.662667398
-0.000930593 0.003468954 4.184340854 2430.498836017
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002518188 -0.033592226 -2.516057744 999.154052078 0.000391141
-0.002127047 46 42.1 0.0508 0.001881359 0.019588370 0.824670395 438.337603212
-0.000539452 0.001341907 47 93.8 0.0508 0.003114734 0.049779954 4.669359690 1499.119889552
-0.000539452 0.002575282 48 39.4 0.0508 0.000190407 0.000282904 0.011146418 58.539957727
Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.002158161 -0.025251130
-0.542899289 251.556435835 -0.000025911
-0.002184072 42 17.9 0.0508 -0.00425405 -0.088615665
-1.586220402 372.873003766 -0.000475001
-0.004729051 43 36 0.0508 -0.001965215 -0.021234123
-0.764428446 388.979549782 0.000155452 -0.001809763 44 74.9 0.0508 0.002127047 0.024581779 1.841175284 865.601598658 0.000156447 0.002283494 45 36.7 0.0508 0.003468954 0.060756537 2.229764895 642.777302617
-0.000252372 0.003216582 1.177392042 2521.787890657
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002518188 -0.033592226
-2.516057744 999.154052078 0.000391141 -0.002127047 46 42.1 0.0508 0.001881359 0.019588370 0.824670395 438.337603212
-0.000539452 0.001341907 47 93.8 0.0508 0.003114734 0.049779954 4.669359690 1499.119889552
-0.000539452 0.002575282 48 39.4 0.0508 0.000190407 0.000282904 0.011146418 58.539957727
-0.000123532 0.000066875 2.989118759 2995.151502569
ITERASI 3
Loop 1 ( BLOK A ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 1 38.4 0.1016 0.007792658 0.009415613 0.361559556 46.397462374 0.000237848 0.008030506 2 82.7 0.1016 -0.008376756 -0.010762684 -0.890073949 106.255207793 0.000126566 -0.00825019 3 38.4 0.0762 -0.005234465 -0.018201067 -0.698920988 133.522907891 0.000637901
-0.004596564 4 82.7 0.0508 0.001305356 0.009961490 0.823815222 631.103868917 0.000160999 0.001466355
-0.403620159 917.279446976
Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 4 82.7 0.0508 -0.001305356 -0.009961490 -0.823815222 631.103868917
-0.000160999
-0.001466355 5 35.9 0.1016 0.006487301 0.006707315 0.240792618 37.117534423 0.000076849 0.00656415 6 36.9 0.0762 0.004808096 0.015553688 0.573931101 119.367645970 0.000365632 0.005173728 10 45.8 0.0762 0.001587789 0.002002856 0.091730812 57.772671557 0.000143625 0.000309271 18 35.9 0.0762 -0.002858993 -0.005945349 -0.213438014 74.654962070 0.000022812
-0.002836181 -0.130798704 920.016682937
Loop 3 ( BLOK C ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 6 36.9 0.0762 -0.004808096 -0.015553688 -0.573931101 119.367645970
-0.000365632
-0.005173728 7 151.5 0.0762 0.001679206 0.002221393 0.336541087 200.416796470
-0.000288783 0.001390423 8 41.4 0.0508 0.001679206 0.015873331 0.657155895 391.349182227
-0.000288783 0.001390423 9 127.7 0.0508 0.000076037 0.000051775 0.006611695 86.953653366
-0.000222007 -0.00014597
0.426377576 798.087278033
Loop 4 ( BLOK D ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 9 127.7 0.0508 -0.000076037 -0.000051775 -0.006611695 86.953653366 0.000222007 0.00014597 10 45.8 0.0762 -0.003745633 -0.009799519 -0.448817975 119.824332833
-0.000143625
-0.003889258 11 190.4 0.0508 -0.000785809 -0.003895491 -0.741701402 943.869823752 0.000234849 -0.00055096 12 99.6 0.0508 0.001603168 0.014569241 1.451096394 905.143063137
-0.000066777 0.001536391 0.253965322 2055.790873089
Loop 5 ( BLOK E ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 11 190.4 0.0508 0.000785809 0.003895491 0.741701402 943.869823752
-0.000234849 0.00055096 14 216.5 0.0508 0.002388977 0.030473185 6.597444589 2761.619131909
Loop 6 ( BLOK F ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 15 54.7 0.0508 0.004158505 0.084968819 4.647794384 1117.659924536 0.000355662 0.004514167 16 42.4 0.0508 -0.0034957 -0.061625988 -2.612941889 747.473149542 0.000054036
-0.003441664 17 79.9 0.0508 -0.002447452 -0.031867423 -2.546207111 1040.350172918 0.00045409
-0.001993362 18 35.9 0.0762 0.002858993 0.005945349 0.213438014 74.654962070
-0.000022812 0.002836181
-0.297916602 2980.138209065
Loop 7 ( BLOK H ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 3 38.4 0.0762 0.005234465 0.018201067 0.698920988 133.522907891
-0.000637901 0.004596564 17 79.9 0.0508 0.002447452 0.031867423 2.546207111 1040.350172918 -0.00045409 0.001993362 19 40.4 0.1016 -0.00804639 -0.009990615 -0.403620848 50.161730629 -0.00007819 -0.00812458 20 66.2 0.0508 -0.001619588 -0.014846502 -0.982838400 606.844703716
-0.000481952 -0.00210154 28 17 0.1016 -0.002382222 -0.001051108 -0.017868837 7.500911606
-0.000511335
-0.002893557 32 42.4 0.0508 -0.001048248 -0.006638717 -0.281481621 268.525789077
-0.000400053
-0.001448301 1.559318394 2106.906215836
Loop 8 ( BLOK G ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 -0.006426802 -0.006592055 -0.202376093 31.489392877 0.000403762 -0.00602304 20 66.2 0.0508 0.001619588 0.014846502 0.982838400 606.844703716 0.000481952 0.00210154 21 71.6 0.0508 0.00057134 0.002160134 0.154665624 270.706801135 0.000081898 0.000653238 22 80.1 0.0508 -0.001615663 -0.014780007 -1.183878590 732.750945222 0.000081898
-0.001533765 -0.248750660 1641.791842949
Loop 9 ( BLOK I ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 2 82.7 0.1016 0.008376756 0.010762684 0.890073949 106.255207793
29 39.5 0.0762 -0.005664168 -0.021061288 -0.831920893 146.874332257 0.000433145 -0.005231023 30 56.1 0.0762 -0.002468931 -0.004532363 -0.254265552 102.986090835 0.000314063
-0.002154868 31 51.8 0.1016 0.003259382 0.001877286 0.097243420 29.834925859 0.000111282 0.003370664
-0.081000239 393.451468349
Loop 10 ( BLOK J ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 27 60.4 0.0762 0.004229482 0.012269147 0.741056508 175.212120151 0.000119082 0.004348564 30 56.1 0.0762 0.010605211 0.067203800 3.770133196 355.498178773
-0.000314063 0.010291148 33 104.4 0.0762 -0.00520031 -0.017981967 -1.877317303 361.001037029
-0.000202782
-0.005403092 34 40.6 0.0508 -0.003142157 -0.050593799 -2.054108228 653.725523090
-0.000124528
-0.003266685 0.579764173 1545.436859042
Loop 11 ( BLOK K ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 0.006426802 0.006592055 0.202376093 31.489392877
-0.000403762 0.00602304 19 40.4 0.1016 0.00804639 0.009990615 0.403620848 50.161730629 0.00007819 0.00812458 23 54.5 0.0762 0.00405214 0.011334420 0.617725915 152.444366557
-0.000321864 0.003730276 25 40 0.0762 0.001259107 0.001304064 0.052162569 41.428225958
-0.000978632 0.000280475 26 37.2 0.0762 -0.006185702 -0.024788642 -0.922137494 149.075641520
-0.000243611
-0.006429313 27 60.4 0.0762 -0.004229482 -0.012269147 -0.741056508 175.212120151
-0.000119082
-0.004348564 29 39.5 0.0762 0.005664168 0.021061288 0.831920893 146.874332257
-0.000433145 0.005231023 0.444612316 746.685809947
Loop 12 ( BLOK L ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 0.004315199 0.012733114 0.124784519 28.917442602 0.000329571 0.00464477 26 37.2 0.0762 0.006185702 0.024788642 0.922137494 149.075641520 0.000243611 0.006429313 34 40.6 0.0508 0.003142157 0.050593799 2.054108228 653.725523090 0.000124528 0.003266685 35 120.4 0.0508 -0.002058153 -0.023129134 -2.784747739 1353.032422490
-0.000078253
Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 25 40 0.0762 -0.001259107 -0.001304064 -0.052162569 41.428225958 0.000978632
-0.000280475 48 39.4 0.0508 -0.000066875 -0.000040829 -0.001608644 24.054490160 0.001065587 0.000998712 49 101.8 0.0508 -0.005060449 -0.122173061
-12.437217623 2457.730059800 0.001064592 -0.003995857 50 101.8 0.0508 0.003741783 0.069890977 7.114901503 1901.473576399 0.000656768 0.004398551
-5.376087334 4424.686352316
Loop 14 ( BLOK N ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 -0.004315199 -0.012733114 -0.124784519 28.917442602
-0.000329571 -0.00464477 36 37.9 0.0508 -0.006373352 -0.187200211 -7.094887989 1113.211382116
-0.000407824
-0.006781176 43 36 0.05808 0.001965215 0.011090326 0.399251721 203.159308806
-0.000155452 0.001809763 49 101.8 0.0508 0.005060449 0.122173061 12.437217623 2457.730059800
-0.001064592 0.003995857 51 73.4 0.0508 -0.002288835 -0.028152211 -2.066372282 902.805262022
-0.000630453
-0.002919288 3.550424555 4705.823455346
Loop 15 Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 37 81.2 0.0508 -0.004084518 -0.082193262 -6.674092853 1633.997659596 0.000222629
-0.003861889 41 63.7 0.0508 0.002095889 0.023919771 1.523689434 726.989565862 0.00044909 0.002544979 42 17.9 0.0508 0.00425405 0.088615665 1.586220402 372.873003766 0.000475001 0.004729051 51 73.4 0.0508 0.002288835 0.028152211 2.066372282 902.805262022 0.000630453 0.002919288
-1.497810735 3636.665491245
Loop 16 ( BLOK O ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 38 38.7 0.0508 -0.005338907 -0.134900192 -5.220637421 977.847604623
-0.000226461
-0.005565368 39 82.5 0.0508 0.00439374 0.094073925 7.761098799 1766.399195096
-0.000226461 0.004167279 40 21.5 0.0508 0.002158161 0.025251130 0.542899289 251.556435835 0.000025911 0.002184072 41 63.7 0.0508 -0.002095889 -0.023919771 -1.523689434 726.989565862 -0.00044909
1.559671233 3722.792801415
Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.002158161 -0.025251130 -0.542899289 251.556435835
-0.000025911
-0.002184072 42 17.9 0.0508 -0.00425405 -0.088615665 -1.586220402 372.873003766
-0.000475001
-0.004729051 43 36 0.0508 -0.001965215 -0.021234123 -0.764428446 388.979549782 0.000155452
-0.001809763 44 74.9 0.0508 0.002127047 0.024581779 1.841175284 865.601598658 0.000156447 0.002283494 45 36.7 0.0508 0.003468954 0.060756537 2.229764895 642.777302617
-0.000252372 0.003216582 1.177392042 2521.787890657
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss Head Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002127047 -0.024581779 -1.841175284 865.601598658
-0.000156447
-0.002283494 46 42.1 0.0508 0.001341907 0.010483642 0.441361329 328.906048574
-0.000408819 0.000933088 47 93.8 0.0508 0.002575282 0.035014794 3.284387669 1275.350687557
-0.000408819 0.002166463 48 39.4 0.0508 0.000066875 0.000040829 0.001608644 24.054490160
-0.001065587
-0.000998712 1.886182359 2493.912824948
ITERASI 13
Loop 1 ( BLOK A ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 1 38.4 0.1016 0.008211178 0.010372426 0.398301157 48.507188218 0.000016869 0.008228047 2 82.7 0.1016 -0.007899377 -0.009655549
-0.798513928 101.085684050 0.000022901 -0.007876476 3 38.4 0.0762 -0.004264859 -0.012459676
-0.478451566 112.184615208 0.000021388 -0.004243471 4 82.7 0.0508 0.001328051 0.010284259 0.850508213 640.418337024 0.000029719 0.00135777
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 4 82.7 0.0508 -0.001328051 -0.010284259
-0.850508213 640.418337024
-0.000029719 -0.00135777 5 35.9 0.1016 0.006883125 0.007483999 0.268675548 39.033948649 -0.00001285 0.006870275 6 36.9 0.0762 0.005472644 0.019762775 0.729246384 133.253028028
-0.000016544 0.0054561 10 45.8 0.0762 0.000190717 0.000039710 0.001818733 9.536292776 -0.0000152 0.000150446 18 35.9 0.0762 -0.002171178 -0.003573301
-0.128281520 59.083833580 -0.000015237
-0.002186415 0.020950933 881.325440057
Loop 3 ( BLOK C ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 6 36.9 0.0762 -0.005472644 -0.019762775
-0.729246384 133.253028028 0.000016544 -0.0054561 7 151.5 0.0762 0.001410481 0.001608839 0.243739059 172.805630715 0.000003695 0.001414176 8 41.4 0.0508 0.001410481 0.011496221 0.475943549 337.433505851 0.000003695 0.001414176 9 127.7 0.0508 0.000062933 0.000036488 0.004659526 74.039465648 0.000001345 0.000064278
-0.004904251 717.531630241
Loop 4 ( BLOK D ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 9 127.7 0.0508 -0.000062933 -0.000036488
-0.004659526 74.039465648 -0.000001345
-0.000064278 10 45.8 0.0762 -0.004397078 -0.013183685
-0.603812771 137.321369053 0.0000152 -0.004381878 11 190.4 0.0508 -0.00060082 -0.002370843
-0.451408526 751.320738352 0.000004423 -0.000596397 12 99.6 0.0508 0.001347545 0.010565274 1.052301306 780.902534902 0.00000235 0.001349895
-0.007579516 1743.584107955
Loop 5 ( BLOK E ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 11 190.4 0.0508 0.00060082 0.002370843 0.451408526 751.320738352
-0.000004423 0.000596397 14 216.5 0.0508 0.001948368 0.020898592 4.524545266 2322.223145519
-0.000002073 0.001946295 15 54.7 0.0508 -0.004307125 -0.090671863
-4.959750907 1151.522397652 -0.00000446 -0.004311585 0.016202885 4225.066281523
Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 15 54.7 0.0508 0.004307125 0.090671863 4.959750907 1151.522397652 0.00000446 0.004311585 16 42.4 0.0508 -0.003787693 -0.071485677
-3.030992713 800.221325613 0.000002387 -0.003785306 17 79.9 0.0508 -0.002188357 -0.025908623
-2.070098961 945.960353146 0.000006906 -0.002181451 18 35.9 0.0762 0.002171178 0.003573301 0.128281520 59.083833580 0.000015237 0.002186415
-0.013059247 2956.787909990
Loop 7 ( BLOK H ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 3 38.4 0.0762 0.004264859 0.012459676 0.478451566 112.184615208
-0.000021388 0.004243471 17 79.9 0.0508 0.002188357 0.025908623 2.070098961 945.960353146
-0.000006906 0.002181451 19 40.4 0.1016 -0.008091983 -0.010095595
-0.407862028 50.403223506 -0.000005453
-0.008097436 20 66.2 0.0508 -0.00202196 -0.022382312
-1.481709051 732.808290533 -0.000006101
-0.002028061 28 17 0.1016 -0.00287445 -0.001487841
-0.025293298 8.799352100 0.000001513 -0.002872937 32 42.4 0.0508 -0.001599335 -0.014504864
-0.615006254 384.538732639 -0.000004518
-0.001603853 0.018679896 2234.694567132
Loop 8 ( BLOK G ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 -0.006070025 -0.005931064
-0.182083668 29.997185799 0.000000648 -0.006069377 20 66.2 0.0508 0.00202196 0.022382312 1.481709051 732.808290533 0.000006101 0.002028061 21 71.6 0.0508 0.000422625 0.001236639 0.088543324 209.508012667 0.000001582 0.000424207 22 80.1 0.0508 -0.001764378 -0.017394832
-1.393326020 789.698137422 0.000001582 -0.001762796
-0.005157313 1762.011626420
Loop 9 ( BLOK I ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
-30 56.1 0.0762 -0.002163026 -0.003548521
-0.199072001 92.034030639 -0.000007587
-0.002170613 31 51.8 0.1016 0.003200524 0.001815053 0.094019731 29.376355455
-0.000006031 0.003194493 0.004109186 368.265474631
Loop 10 ( BLOK J ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 27 60.4 0.0762 0.004370215 0.013035068 0.787318084 180.155457889 0.000000621 0.004370836 30 56.1 0.0762 0.010299306 0.063661641 3.571418077 346.762983510 0.000007587 0.010306893 33 104.4 0.0762 -0.005565073 -0.020384694
-2.128162089 382.414047142 0.000001555 -0.005563518 34 40.6 0.0508 -0.003288943 -0.055052868
-2.235146450 679.594158477 0.000002536 -0.003286407
-0.004572378 1588.926647018 Loop 11 ( BLOK K )
Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 0.006070025 0.005931064 0.182083668 29.997185799
-0.000000648 0.006069377 19 40.4 0.1016 0.008091983 0.010095595 0.407862028 50.403223506 0.000005453 0.008097436 23 54.5 0.0762 0.003546645 0.008858208 0.482772348 136.120854500 0.000000934 0.003547579 25 40 0.0762 0.000200648 0.000043620 0.001744808 8.695863292
-0.000000353 0.000200295 26 37.2 0.0762 -0.006473223 -0.026962251
-1.002995753 154.945342206 0.000001915 -0.006471308 27 60.4 0.0762 -0.004370215 -0.013035068
-0.787318084 180.155457889 -0.000000621
-0.004370836 29 39.5 0.0762 0.005217533 0.018092298 0.714645768 136.970052388 0.000006966 0.005224499
-0.001205218 697.287979580
Loop 12 ( BLOK L ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 0.004241915 0.012335954 0.120892347 28.499474069 0.000000629 0.004242544 26 37.2 0.0762 0.006473223 0.026962251 1.002995753 154.945342206
-0.000001915 0.006471308 34 40.6 0.0508 0.003288943 0.055052868 2.235146450 679.594158477
-0.000002536 0.003286407 35 120.4 0.0508 -0.002276128 -0.027863750
-3.354795534 1473.904601849 -0.00000098 -0.002277108 0.004239016 2336.943576601
Loop 13 ( BLOK M ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q) Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 25 40 0.0762 -0.000200648 -0.000043620
-0.001744808 8.695863292 0.000000353 -0.000200295 48 39.4 0.0508 0.001048815 0.006645362 0.261827270 249.641042223 0.000002184 0.001050999 49 101.8 0.0508 -0.004362796 -0.092851898
-9.452323211 2166.574648643 0.000002897 -0.004359899 50 101.8 0.0508 0.004294746 0.090190346 9.181377242 2137.816122713 0.000001287 0.004296033
-0.010863507 4562.727676871
Loop 14 ( BLOK N ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 -0.004241915 -0.012335954
-0.120892347 28.499474069 -0.000000629
-0.004242544 36 37.9 0.0508 -0.006518044 -0.195138378
-7.395744534 1134.657043484 -0.00000161 -0.006519654 43 36 0.05808 0.002299759 0.014833648 0.534011331 232.203170266
-0.000002362 0.002297397 49 101.8 0.0508 0.004362796 0.092851898 9.452323211 2166.574648643
-0.000002897 0.004359899 51 73.4 0.0508 -0.002512945 -0.033462950
-2.456180550 977.411185078 -0.000002218
-0.002515163 0.013517110 4539.345521541
Loop 15 Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 37 81.2 0.0508 -0.004005099 -0.079261125
-6.436003342 1606.952373073 0.000000608 -0.004004491 41 63.7 0.0508 0.0024164 0.031123472 1.982565165 820.462326363 0.000001019 0.002417419 42 17.9 0.0508 0.004812704 0.111338570 1.992960405 414.104088809
-0.000000144 0.00481256 51 73.4 0.0508 0.002512945 0.033462950 2.456180550 977.411185078 0.000002218 0.002515163
-0.004297222 3818.929973323
Loop 16 ( BLOK O ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 38 38.7 0.0508 -0.005579998 -0.146385712
-5.665127047 1015.256107041 -0.00000041 -0.005580408 39 82.5 0.0508 0.004152649 0.084747593 6.991676444 1683.666604989 -0.00000041 0.004152239 40 21.5 0.0508 0.002396304 0.030646314 0.658895751 274.963339938
Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.002396304 -0.030646314
-0.658895751 274.963339938 0.000001163 -0.002395141 42 17.9 0.0508 -0.004812704 -0.111338570
-1.992960405 414.104088809 0.000000144 -0.00481256 43 36 0.0508 -0.002299759 -0.028401287
-1.022446317 444.588461927 0.000002362 -0.002297397 44 74.9 0.0508 0.002210537 0.026396516 1.977099086 894.397644368 0.00000165 0.002212187 45 36.7 0.0508 0.002989721 0.046146890 1.693590846 566.471201202 0.000000753 0.002990474
-0.003612541 2594.524736245
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002210537 -0.026396516
-1.977099086 894.397644368 -0.00000165 -0.002212187 46 42.1 0.0508 0.000779182 0.003834932 0.161450647 207.205309245
-0.000000897 0.000778285 47 93.8 0.0508 0.002012557 0.022190131 2.081434254 1034.223753316
-0.000000897 0.00201166 48 39.4 0.0508 -0.001048815 -0.006645362
-0.261827270 249.641042223 -0.000002184
-0.001050999 0.003958546 2385.467749152
ITERASI 14
Loop 1 ( BLOK A ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 1 38.4 0.1016 0.008228047 0.010411882 0.399816274 48.591880148
-0.000010418 0.008217629 2 82.7 0.1016 -0.007876476 -0.009603827
-0.794236523 100.836531860 -0.000015671
-0.007892147 3 38.4 0.0762 -0.004243471 -0.012344326
-0.474022131 111.706226019 -0.00001279 -0.004256261 4 82.7 0.0508 0.00135777 0.010714063 0.886053008 652.579603489 -0.0000237 0.00133407
0.017610628 913.714241515
Loop 2 ( BLOK B ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
4 82.7 0.0508 -0.00135777 -0.010714063
-0.886053008 652.579603489 0.0000237 -0.00133407 5 35.9 0.1016 0.006870275 0.007458171 0.267748350 38.971998875 0.000013282 0.006883557 6 36.9 0.0762 0.0054561 0.019652391 0.725173230 132.910545906 0.00001542 0.00547152 10 45.8 0.0762 0.000150446 0.000025606 0.001172743 7.795107861 0.000015026 0.000180672 18 35.9 0.0762 -0.002186415 -0.003619832
-0.129951967 59.436093796 0.000015791 -0.002170624
-0.021910653 891.693349927
Loop 3 ( BLOK C ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 6 36.9 0.0762 -0.0054561 -0.019652391
-0.725173230 132.910545906 -0.00001542 -0.00547152 7 151.5 0.0762 0.001414176 0.001616644 0.244921630 173.190345402
-0.000002138 0.001412038 8 41.4 0.0508 0.001414176 0.011551998 0.478252728 338.184729205
-0.000002138 0.001412038 9 127.7 0.0508 0.000064278 0.000037944 0.004845426 75.382338862
-0.000000394 0.000063884
0.002846554 719.667959376
Loop 4 ( BLOK D ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 9 127.7 0.0508 -0.000064278 -0.000037944
-0.004845426 75.382338862 0.000000394 -0.000063884 10 45.8 0.0762 -0.004381878 -0.013099497
-0.599956968 136.917770872 -0.000015026
-0.004396904 11 190.4 0.0508 -0.000596397 -0.002338656
-0.445280048 746.616847278 -0.000002811
-0.000599208 12 99.6 0.0508 0.001349895 0.010599386 1.055698796 782.059935161
-0.000001744 0.001348151 0.005616354 1740.976892173
Loop 5 ( BLOK E ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 11 190.4 0.0508 0.000596397 0.002338656 0.445280048 746.616847278 0.000002811 0.000599208 14 216.5 0.0508 0.001946295 0.020857476 4.515643451 2320.122823635 0.000001068 0.001947363 15 54.7 0.0508 -0.004311585 -0.090845636
-4.969256299 1152.535853847 0.000003577 -0.004308008
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q) Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 15 54.7 0.0508 0.004311585 0.090845636 4.969256299 1152.535853847
-0.000003577 0.004308008 16 42.4 0.0508 -0.003785306 -0.071402357
-3.027459923 799.792651531 -0.000002509
-0.003787815 17 79.9 0.0508 -0.002181451 -0.025757566
-2.058029488 943.422285663 -0.000004881
-0.002186332 18 35.9 0.0762 0.002186415 0.003619832 0.129951967 59.436093796
-0.000015791 0.002170624
0.013718855 2955.186884837
Loop 7 ( BLOK H ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 3 38.4 0.0762 0.004243471 0.012344326 0.474022131 111.706226019 0.00001279 0.004256261 17 79.9 0.0508 0.002181451 0.025757566 2.058029488 943.422285663 0.000004881 0.002186332 19 40.4 0.1016 -0.008097436 -0.010108184
-0.408370644 50.432092778 0.000003615 -0.008093821 20 66.2 0.0508 -0.002028061 -0.022507413
-1.489990753 734.687345936 0.000004236 -0.002023825 28 17 0.1016 -0.002872937 -0.001486393
-0.025268673 8.795415050
-0.000002882
-0.002875819 32 42.4 0.0508 -0.001603853 -0.014580759
-0.618224202 385.461886048 0.000002371 -0.001601482
-0.009802654 2234.505251494
Loop 8 ( BLOK G ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 -0.006069377 -0.005929893
-0.182047709 29.994463803 -0.000000621
-0.006069998 20 66.2 0.0508 0.002028061 0.022507413 1.489990753 734.687345936
-0.000004236 0.002023825 21 71.6 0.0508 0.000424207 0.001245216 0.089157466 210.174434305
-0.000001865 0.000422342 22 80.1 0.0508 -0.001762796 -0.017365989
-1.391015692 789.096237760 -0.000001865
-0.001764661 0.006084819 1763.952481804
Loop 9 ( BLOK I ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 2 82.7 0.1016 0.007876476 0.009603827 0.794236523 100.836531860 0.000015671 0.007892147 28 17 0.1016 0.002872937 0.001486393 0.025268673 8.795415050 0.000002882 0.002875819 29 39.5 0.0762 -0.005224499 -0.018137011
-0.716411917 137.125476840 0.000006497 -0.005218002 30 56.1 0.0762 -0.002170613 -0.003571581
31 51.8 0.1016 0.003194493 0.001808730 0.093692231 29.329296042 0.000005253 0.003199746
-0.003580201 368.395073039
Loop 10 ( BLOK J ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 27 60.4 0.0762 0.004370836 0.013038495 0.787525068 180.177217470
-0.000000386 0.00437045 30 56.1 0.0762 0.010306893 0.063748427 3.576286748 346.980098491
-0.000006883 0.01030001 33 104.4 0.0762 -0.005563518 -0.020374158
-2.127062110 382.323218798 -0.00000163 -0.005565148 34 40.6 0.0508 -0.003286407 -0.054974362
-2.231959111 679.148721171 -0.000002124
-0.003288531 0.004790596 1588.629255930
Loop 11 ( BLOK K ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 0.006069377 0.005929893 0.182047709 29.994463803 0.000000621 0.006069998 19 40.4 0.1016 0.008097436 0.010108184 0.408370644 50.432092778
-0.000003615 0.008093821 23 54.5 0.0762 0.003547579 0.008862524 0.483007578 136.151323919
-0.000001244 0.003546335 25 40 0.0762 0.000200295 0.000043478 0.001739133 8.682857738
-0.000000432 0.000199863 26 37.2 0.0762 -0.006471308 -0.026947497
-1.002446889 154.906378945 -0.000001738
-0.006473046 27 60.4 0.0762 -0.004370836 -0.013038495
-0.787525068 180.177217470 0.000000386 -0.00437045 29 39.5 0.0762 0.005224499 0.018137011 0.716411917 137.125476840
-0.000006497 0.005218002 0.001605022 697.469811493
Loop 12 ( BLOK L ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 0.004242544 0.012339338 0.120925512 28.503066096
-0.000000284 0.00424226 26 37.2 0.0762 0.006471308 0.026947497 1.002446889 154.906378945 0.000001738 0.006473046 34 40.6 0.0508 0.003286407 0.054974362 2.231959111 679.148721171 0.000002124 0.003288531 35 120.4 0.0508 -0.002277108 -0.027885949
-3.357468212 1474.443992820 0.000000494 -0.002276614
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 25 40 0.0762 -0.000200295 -0.000043478
-0.001739133 8.682857738 0.000000432 -0.000199863 48 39.4 0.0508 0.001050999 0.006670985 0.262836812 250.082837307
-0.000001229 0.00104977 49 101.8 0.0508 -0.004359899 -0.092737867
-9.440714839 2165.351729326 -0.000001589
-0.004361488 50 101.8 0.0508 0.004296033 0.090240353 9.186467923 2138.360651166
-0.000000812 0.004295221 0.006850763 4562.478075537
Loop 14 ( BLOK N ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 -0.004242544 -0.012339338
-0.120925512 28.503066096 0.000000284 -0.00424226 36 37.9 0.0508 -0.006519654 -0.195227558
-7.399124465 1134.895266700 0.000000778 -0.006518876 43 36 0.05808 0.002297397 0.014805475 0.532997115 232.000440228 0.000001309 0.002298706 49 101.8 0.0508 0.004359899 0.092737867 9.440714839 2165.351729326 0.000001589 0.004361488 51 73.4 0.0508 -0.002515163 -0.033517611
-2.460192666 978.144424909 0.000001196 -0.002513967
-0.006530689 4538.894927259
Loop 15 Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 37 81.2 0.0508 -0.004004491 -0.079238866
-6.434195959 1606.745016790
-0.000000419 -0.00400491 41 63.7 0.0508 0.002417419 0.031147757 1.984112137 820.756408871
-0.000000605 0.002416814 42 17.9 0.0508 0.00481256 0.111332407 1.992850089 414.093557006 0.000000113 0.004812673 51 73.4 0.0508 0.002515163 0.033517611 2.460192666 978.144424909
-0.000001196 0.002513967 0.002958933 3819.739407574
Loop 16 ( BLOK O ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 38 38.7 0.0508 -0.005580408 -0.146405611
-5.665897143 1015.319514734 0.000000186 -0.005580222 39 82.5 0.0508 0.004152239 0.084732114 6.990399436 1683.525306710 0.000000186 0.004152425 40 21.5 0.0508 0.002395141 0.030618804 0.658304276 274.849904871 0.000000717 0.002395858 41 63.7 0.0508 -0.002417419 -0.031147757
-1.984112137 820.756408871 0.000000605 -0.002416814
Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.002395141 -0.030618804
-0.658304276 274.849904871 -0.000000717
-0.002395858 42 17.9 0.0508 -0.00481256 -0.111332407
-1.992850089 414.093557006 -0.000000113
-0.004812673 43 36 0.0508 -0.002297397 -0.028347346
-1.020504446 444.200304281 -0.000001309
-0.002298706 44 74.9 0.0508 0.002212187 0.026432979 1.979830100 894.965073230
-0.000000949 0.002211238 45 36.7 0.0508 0.002990474 0.046168394 1.694380053 566.592471061
-0.000000532 0.002989942 0.002551343 2594.701310449
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002212187 -0.026432979
-1.979830100 894.965073230 0.000000949 -0.002211238 46 42.1 0.0508 0.000778285 0.003826769 0.161106969 207.002535908 0.000000417 0.000778702 47 93.8 0.0508 0.00201166 0.022171837 2.079718337 1033.831928257 0.000000417 0.002012077 48 39.4 0.0508 -0.001050999 -0.006670985
-0.262836812 250.082837307 0.000001229 -0.00104977
-0.001841607 2385.882374702
ITERASI 15
Loop 1 ( BLOK A ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 1 38.4 0.1016 0.008217629 0.010387507 0.398880252 48.539578969 0.000010338 0.008227967 2 82.7 0.1016 -0.007892147 -0.009639207
-0.797162382 101.007036743 0.000014007 -0.00787814 3 38.4 0.0762 -0.004256261 -0.012413246
-0.476668653 111.992345573 0.00001254 -0.004243721 4 82.7 0.0508 0.00133407 0.010370654 0.857653100 642.884631225 0.000018567 0.001352637
-0.017297683 904.423592510
Loop 2 ( BLOK B ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
5 35.9 0.1016 0.006883557 0.007484868 0.268706745 39.036031017
-0.000008229 0.006875328 6 36.9 0.0762 0.00547152 0.019755266 0.728969322 133.229764702
-0.000010504 0.005461016 10 45.8 0.0762 0.000180672 0.000035928 0.001645495 9.107638927
-0.000009641 0.000156005 18 35.9 0.0762 -0.002170624 -0.003571615
-0.128220971 59.071018827 -0.000009669
-0.002180293 0.013447491 883.329084699
Loop 3 ( BLOK C ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 6 36.9 0.0762 -0.00547152 -0.019755266
-0.728969322 133.229764702 0.000010504 -0.005461016 7 151.5 0.0762 0.001412038 0.001612126 0.244237050 172.967760290 0.000002275 0.001414313 8 41.4 0.0508 0.001412038 0.011519709 0.476915965 337.750092474 0.000002275 0.001414313 9 127.7 0.0508 0.000063884 0.000037515 0.004790623 74.989402265 0.000000863 0.000064747
-0.003025684 718.937019731
Loop 4 ( BLOK D ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 9 127.7 0.0508 -0.000063884 -0.000037515
-0.004790623 74.989402265 -0.000000863
-0.000064747 10 45.8 0.0762 -0.004396904 -0.013182720
-0.603768568 137.316750101 0.000009641 -0.004387263 11 190.4 0.0508 -0.000599208 -0.002359089
-0.449170493 749.606968767 0.000002406 -0.000596802 12 99.6 0.0508 0.001348151 0.010574066 1.053176944 781.201025365 0.000001412 0.001349563
-0.004552740 1743.114146499
Loop 5 ( BLOK E ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 11 190.4 0.0508 0.000599208 0.002359089 0.449170493 749.606968767
-0.000002406 0.000596802 14 216.5 0.0508 0.001947363 0.020878654 4.520228619 2321.204941626
-0.000000994 0.001946369 15 54.7 0.0508 -0.004308008 -0.090706255
-4.961632140 1151.723056292 -0.000002435
-0.004310443 0.007766971 4222.534966686
Loop 6 ( BLOK F ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 15 54.7 0.0508 0.004308008 0.090706255 4.961632140 1151.723056292 0.000002435 0.004310443 16 42.4 0.0508 -0.003787815 -0.071489937
-3.031173326 800.243234133 0.00000144 -0.003786375 17 79.9 0.0508 -0.002186332 -0.025864287
-2.066556550 945.216257324 0.000003642 -0.00218269 18 35.9 0.0762 0.002170624 0.003571615 0.128220971 59.071018827 0.000009669 0.002180293
-0.007876765 2956.253566577
Loop 7 ( BLOK H ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 3 38.4 0.0762 0.004256261 0.012413246 0.476668653 111.992345573 -0.00001254 0.004243721 17 79.9 0.0508 0.002186332 0.025864287 2.066556550 945.216257324
-0.000003642 0.00218269 19 40.4 0.1016 -0.008093821 -0.010099837
-0.408033430 50.412954572 -0.000003004
-0.008096825 20 66.2 0.0508 -0.002023825 -0.022420520
-1.484238414 733.382784592 -0.000003168
-0.002026993 28 17 0.1016 -0.002875819 -0.001489152
-0.025315588 8.802914173 0.000001467 -0.002874352 32 42.4 0.0508 -0.001601482 -0.014540908
-0.616534494 384.977473329 -0.000002202
-0.001603684 0.009103277 2234.784729563
Loop 8 ( BLOK G ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 -0.006069998 -0.005931015
-0.182082169 29.997072383 0.000000164 -0.006069834 20 66.2 0.0508 0.002023825 0.022420520 1.484238414 733.382784592 0.000003168 0.002026993 21 71.6 0.0508 0.000422342 0.001235107 0.088433667 209.388758756 0.000000966 0.000423308 22 80.1 0.0508 -0.001764661 -0.017399994
-1.393739495 789.805801200 0.000000966 -0.001763695
-0.003149583 1762.574416931
Loop 9 ( BLOK I ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 2 82.7 0.1016 0.007892147 0.009639207 0.797162382 101.007036743
-0.000014007 0.00787814 28 17 0.1016 0.002875819 0.001489152 0.025315588 8.802914173
-0.000001467 0.002874352
-0.000003668 0.002498926 368.220245259
Loop 10 ( BLOK J ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 27 60.4 0.0762 0.00437045 0.013036364 0.787396409 180.163692246 0.000000415 0.004370865 30 56.1 0.0762 0.01030001 0.063669692 3.571869714 346.783130683 0.000004885 0.010304895 33 104.4 0.0762 -0.005565148 -0.020385203
-2.128215149 382.418427834 0.000001217 -0.005563931 34 40.6 0.0508 -0.003288531 -0.055040111
-2.234628491 679.521795986 0.000001764 -0.003286767
-0.003577517 1588.887046748 Loop 11 ( BLOK K )
Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 13 30.7 0.1016 0.006069998 0.005931015 0.182082169 29.997072383
-0.000000164 0.006069834 19 40.4 0.1016 0.008093821 0.010099837 0.408033430 50.412954572 0.000003004 0.008096825 23 54.5 0.0762 0.003546335 0.008856776 0.482694286 136.110741258 0.000000802 0.003547137 25 40 0.0762 0.000199863 0.000043305 0.001732200 8.666936914 0.000000412 0.000200275 26 37.2 0.0762 -0.006473046 -0.026960888
-1.002945017 154.941740974 0.000001349 -0.006471697 27 60.4 0.0762 -0.00437045 -0.013036364
-0.787396409 180.163692246 -0.000000415
-0.004370865 29 39.5 0.0762 0.005218002 0.018095307 0.714764615 136.980517629 0.000004471 0.005222473
-0.001034725 697.273655976
Loop 12 ( BLOK L ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 0.00424226 0.012337810 0.120910537 28.501444269
-0.000000045 0.004242215 26 37.2 0.0762 0.006473046 0.026960888 1.002945017 154.941740974
-0.000001349 0.006471697 34 40.6 0.0508 0.003288531 0.055040111 2.234628491 679.521795986
-0.000001764 0.003286767 35 120.4 0.0508 -0.002276614 -0.027874758
-3.356120841 1474.172100092 -0.000000547
-0.002277161 0.002363203 2337.137081321
Loop 13 ( BLOK M ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 25 40 0.0762 -0.000199863 -0.000043305
-0.001732200 8.666936914
-0.000000412
-0.000200275 48 39.4 0.0508 0.00104977 0.006656561 0.262268494 249.834243390 0.000000674 0.001050444 49 101.8 0.0508 -0.004361488 -0.092800405
-9.447081201 2166.022513759 0.000000891 -0.004360597 50 101.8 0.0508 0.004295221 0.090208801 9.183255936 2138.017097602 0.00000039 0.004295611
-0.003288972 4562.540791665
Loop 14 ( BLOK N ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 24 9.8 0.0762 -0.00424226 -0.012337810
-0.120910537 28.501444269 0.000000045 -0.004242215 36 37.9 0.0508 -0.006518876 -0.195184462
-7.397491093 1134.780151242 -0.000000501
-0.006519377 43 36 0.05808 0.002298706 0.014821085 0.533559075 232.112795324
-0.000000731 0.002297975 49 101.8 0.0508 0.004361488 0.092800405 9.447081201 2166.022513759
-0.000000891 0.004360597 51 73.4 0.0508 -0.002513967 -0.033488132
-2.458028861 977.749056063
-0.000000683 -0.00251465 0.004209785 4539.165960657
Loop 15 Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 37 81.2 0.0508 -0.00400491 -0.079254205
-6.435441483 1606.887915787 0.000000181 -0.004004729 41 63.7 0.0508 0.002416814 0.031133338 1.983193603 820.581808644 0.000000311 0.002417125 42 17.9 0.0508 0.004812673 0.111337243 1.992936656 414.101821550
-0.000000049 0.004812624 51 73.4 0.0508 0.002513967 0.033488132 2.458028861 977.749056063 0.000000683 0.00251465
-0.001282362 3819.320602043
Loop 16 ( BLOK O ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 38 38.7 0.0508 -0.005580222 -0.146396583
-5.665547776 1015.290749380 -0.000000129
-0.005580351 39 82.5 0.0508 0.004152425 0.084739136 6.990978748 1683.589408140
-0.000000129 0.004152296 40 21.5 0.0508 0.002395858 0.030635763 0.658668897 274.919839590
-0.000000359 0.002395499
-Loop 17 ( BLOK Q ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 40 21.5 0.0508 -0.002395858 -0.030635763
-0.658668897 274.919839590 0.000000359 -0.002395499 42 17.9 0.0508 -0.004812673 -0.111337243
-1.992936656 414.101821550 0.000000049 -0.004812624 43 36 0.0508 -0.002298706 -0.028377233
-1.021580405 444.415425287 0.000000731 -0.002297975 44 74.9 0.0508 0.002211238 0.026412005 1.978259141 894.638723420 0.000000514 0.002211752 45 36.7 0.0508 0.002989942 0.046153200 1.693822455 566.506793495 0.00000023 0.002990172
-0.001104361 2594.582603342
Loop 18 ( BLOK R ) Pipa
Panjang
(L) Diameter(d) Laju aliran (Qo) Unit head loss
Head
Loss(hl) hl / Q Koreksi Laju aliran
no (m) (m) (m3/s) hf (m) Kapasitas akhir (Q)
Ditentukan Diketahui Diketahui Ditaksir
Rumus
Empiris hf x L (m3/s) m3/s 44 74.9 0.0508 -0.002211238 -0.026412005
-1.978259141 894.638723420 -0.000000514
-0.002211752 46 42.1 0.0508 0.000778702 0.003830563 0.161266697 207.096806132
-0.000000284 0.000778418 47 93.8 0.0508 0.002012077 0.022180341 2.080515957 1034.01408430
