Lampiran 1 -Tabel
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Tabel Lampiran-A1 Hasil Perhitungan Luas dan Kombinasi Ukuran Nozzle pada Keadaan Aktual dan Optimum Trayek (in) Depth Actual Optimum Q Pb SPP Ann K.Ukuran Q opt Pb Pma x An n X K.Uku ran (ft) (gpm) (psi ) (ps i) (sq in) nozzel (gpm ) (psi) (ps i) (s q in ) nozz el 17.5 538.06 588 153. 71 900 1.3 8 14\20\20\20\20 653. 52 2019. 00 311 3 0. 42 11 .7 5x12 659.45 647 193. 02 920 1.3 8 14\20\20\20\20 710. 59 2019. 00 311 3 0. 47 12 .4 5x12 1230.32 646 199. 10 1157 1.3 8 14\20\20\20\20 723. 65 2019. 00 311 3 0. 48 11 .7 5x12 1492.78 660 213. 75 1101 1.3 8 14\20\20\20\20 694. 66 2019. 00 311 3 0. 46 12 .4 5x12 12.25 1505.91 599 220. 70 124 3 1.2 6 16\16\16\16\15 \14\14 628. 92 2019. 00 311 3 0. 39 11 .9 7x12 1735.56 719 317. 98 140 0 1.2 6 16\16\16\16\15 \14\14 731. 36 2019. 00 311 3 0. 39 12 .9 7x13 1748.69 694 296. 25 158 3 1.2 6 16\16\16\16\15 \14\14 713. 06 2019. 00 311 3 0. 39 12 .7 7x13 2296.59 645 255. 89 165 8 1.2 6 16\16\16\16\15 \14\14 692. 70 2019. 00 311 3 0. 37 12 .5 7x13
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Lampiran 1 -Tabel
Transcript of Lampiran 1 -Tabel
Tabel Lampiran-A1
Hasil Perhitungan Luas dan Kombinasi Ukuran Nozzle pada Keadaan Aktual dan Optimum
Trayek (in)Depth
Actual Optimum
Q Pb SPP Ann K.Ukuran Q opt Pb Pmax Ann X K.Ukuran
(ft) (gpm) (psi) (psi) (sq in) nozzel (gpm) (psi) (psi) (sq
in) nozzel
17.5
538.06 588 153.71 900 1.38 14\20\20\20\20 653.52 2019.00 3113 0.42 11.7 5x12
659.45 647 193.02 920 1.38 14\20\20\20\20 710.59 2019.00 3113 0.47 12.4 5x12
1230.32 646 199.10 1157 1.38 14\20\20\20\20 723.65 2019.00 3113 0.48 11.7 5x12
1492.78 660 213.75 1101 1.38 14\20\20\20\20 694.66 2019.00 3113 0.46 12.4 5x12
12.25
1505.91 599 220.70 1243 1.26 16\16\16\16\15\14\14 628.92 2019.00 3113 0.39 11.9 7x12
1735.56 719 317.98 1400 1.26 16\16\16\16\15\14\14 731.36 2019.00 3113 0.39 12.9 7x13
1748.69 694 296.25 1583 1.26 16\16\16\16\15\14\14 713.06 2019.00 3113 0.39 12.7 7x13
2296.59 645 255.89 1658 1.26 16\16\16\16\15\14\14 692.70 2019.00 3113 0.37 12.5 7x13
2680.45 643 254.31 1165 1.26 16\16\16\16\15\14\14 689.87 2019.00 3113 0.36 12.5 7x13
3257.87 644 257.03 1859 1.26 16\16\16\16\15\14\14 691.41 2019.00 3113 0.36 12.5 7x13
3772.97 641 254.64 1772 1.26 16\16\16\16\15\14\14 687.86 2019.00 3113 0.35 12.5 7x13
4101.05 708 327.56 1422 1.26 16\16\16\16\15\14\14 724.03 2019.00 3113 0.31 13.0 7x13
8.5
4314.30 519 221.74 1431 1.14 16\16\18\18\18 548.88 2019.00 3113 0.26 11.4 5x11
4875.33 558 261.85 1635 1.14 16\16\18\18\18 596.72 2019.00 3113 0.25 12.0 5x11
5049.21 564 267.51 1688 1.14 16\16\18\18\18 602.49 2019.00 3113 0.25 12.0 5x11
5118.11 554 259.86 1684 1.14 16\16\18\18\18 573.60 2019.00 3113 0.24 11.7 5x11
5357.61 554 260.51 1745 1.14 16\16\18\18\18 578.41 2019.00 3113 0.25 11.8 5x11
5905.51 567 226.49 1756 1.14 16\16\18\18\18 592.68 2019.00 3113 0.26 12.0 5x11
Tabel Lampiran-A2
Hasil Perhitungan BHHP/HPS Kondisi aktual dan Optimum
Trayek (in)Depth
Actual Optimum Q HPs BHHP BHHP/HPs Q opt HPs BHHP BHHP/HPs (m) (ft) (gpm) (HP) (HP) (%) (gpm) (HP) (HP) (%)
17.5
164 538.06 588 308.75 52.73 17.08 653.52 1186.94 769.89 65201 659.45 647 347.28 72.86 20.98 710.59 1290.58 837.11 65375 1230.32 646 436.07 75.04 17.21 626.64 1138.12 738.22 65455 1492.78 660 423.96 82.31 19.41 694.66 1261.65 818.35 65
12.25
459 1505.91 599 434.40 77.13 17.76 628.92 1142.26 740.90 65529 1735.56 719 587.28 133.39 22.71 731.36 1328.31 861.58 65533 1748.69 694 640.96 119.95 18.71 713.06 1295.07 840.02 65700 2296.59 645 623.93 96.30 15.43 692.70 1258.10 816.04 65817 2680.45 643 437.04 95.40 21.83 689.87 1252.96 812.70 65993 3257.87 644 698.48 96.57 13.83 691.41 1255.75 814.52 65
1150 3772.97 641 662.69 95.23 14.37 687.86 1249.30 810.34 651250 4101.05 708 587.38 135.30 23.03 724.03 1315.00 852.95 65
8.5
1315 4314.30 519 433.31 67.14 15.50 548.88 996.89 646.61 651486 4875.33 558 532.28 85.25 16.02 596.72 1083.77 702.97 651539 5049.21 564 555.44 88.03 15.85 602.49 1094.25 709.77 651560 5118.11 554 544.30 83.99 15.43 573.60 1041.78 675.73 651633 5357.61 554 564.02 84.20 14.93 578.41 1050.52 681.40 651800 5905.51 567 580.89 90.57 15.59 592.68 1076.44 698.21 65
Tabel Lampiran-A3
Hasil Perhitungan Evaluasi Hidrolika Cutting pada Kondisi Aktual dan Optimum
TrayekDepth
Actual OptimasiQ Ft Ca(%) PBI Q opt Ft(%) Ca(%) PBI
(m) (ft) (gpm) DP DC DP DC DP DC (gpm) DP DC DP DC DP DC
17.5
164 538.06 588 70.56 81.59 0.07 0.06 1 1 653.52 91.776 91.494 0.05 0.05 1 1201 659.45 647 74.71 72.76 0.06 0.06 1 1 710.59 94.911 94.563 0.04 0.04 1 1375 1230.32 646 73.27 74.42 0.05 0.05 1 1 626.64 93.453 93.139 0.04 0.04 1 1455 1492.78 660 74.88 74.93 1.12 1.12 1 1 694.66 94.697 94.367 0.84 0.84 1 1
12.25
459 1505.91 599 78.36 76.41 0.12 0.12 1 1 628.92 98.459 98.261 0.18 0.18 1 1529 1735.56 719 88.08 85.18 0.52 0.54 1 1 731.36 98.071 97.861 0.94 0.95 1 1533 1748.69 694 87.54 83.81 0.27 0.29 1 1 713.06 97.554 97.414 0.24 0.24 1 1700 2296.59 645 68.41 70.56 0.86 0.83 1 1 692.70 98.320 98.155 0.56 0.56 1 1817 2680.45 643 77.73 74.01 0.64 0.68 1 1 689.87 97.600 97.504 0.48 0.48 1 1993 3257.87 644 68.44 67.59 0.68 0.69 1 1 691.41 98.334 98.171 0.44 0.44 1 1
1150 3772.97 641 66.24 65.43 0.95 0.96 1 1 687.86 98.162 98.016 0.60 0.60 1 11250 4101.05 708 77.10 74.45 0.98 1.02 1 1 724.03 97.610 97.504 0.76 0.76 1 1
8.5
1315 4314.30 519 72.96 70.35 0.52 0.54 1 1 548.88 98.508 98.704 0.37 0.36 1 11486 4875.33 558 69.06 68.19 0.34 0.34 1 1 596.72 99.319 99.085 0.22 0.22 1 11539 5049.21 564 74.06 73.19 0.18 0.19 1 1 602.49 99.322 99.089 0.13 0.13 1 11560 5118.11 554 72.05 71.19 0.41 0.42 1 1 573.60 99.303 99.186 0.29 0.29 1 11633 5357.61 554 69.04 67.17 0.14 0.14 1 1 578.41 99.296 99.030 0.09 0.09 1 11800 5905.51 567 78.90 77.07 0.39 0.40 1 1 592.68 99.210 99.112 0.30 0.30 1 1
Gambar Lampiran-B1
Lama Waktu Pemboran Sumur “X”
