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8/12/2019 Contoh Desain Sumur LS-10
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Qo V
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0100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280029003000310032003300340035003600370038003900400041004200430044004500460047004800490050005100520053005400550056005700580059006000610062006300640065006600670068006900700071007200730074007500760077007800
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0100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280029003000310032003300340035003600370038003900400041004200430044004500460047004800490050005100520053005400550056005700580059006000610062006300640065006600
Q t
PSD
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600650700750800850900950100010501100115012001250130013501400145015001550160016501700175018001850190019502000205021002150220022502300235024002450250025502600265027002750280028502900295030003050310031503200325033003350340034503500355036003650370037503800385039003950400040504100415042004250430043504400445045004550460046504700475048004850490049505000505051005150520052505300535054005450550055505600565057005750580058505900595060006050610061506200625063006350640064506500655066006650670067506800685069006950700070507100715072007250730073507400745075007550760076507700
Q Vs TDH
Q Vs 60 S
Q Vs 65 S
Q Vs 70 S
Q Vs 75 S
Q Vs 80 S
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Sumur MUDI-B18Status tanggal 4 Maret 2014
Input DataQ test 3313.01 BFPD
WC 86 %
Q oil 463.82 BOPD
Pwh w Psi
SFL w ft
DFL w ft
PSD 8617 ft
OD Casing w Inchi
ID Casing w Inchi
OD Tubing w InchiID Tubing w Inchi
SG oil 0.8447761
SG water 1.07
Mid Perfo w ft
Pc w Psi
Langkah-langkah pengerjaan
1 Menentukan spesifikasi gravity fluida campuran dan gradient fluida
SG mix = (SGo x (1-WC)) + (SGw x WC)
SG mix 1.038468654
Gf mix = SGmix x 0.433 psi / ftGf mix 0.449656927 Psi/ft
2 Menentukan tekanan statik sumur (Ps) dan tekanan alir dasar sumur (
Ps 3200 Psi
Pwf = ( (D WFL ) x Gf)-Pc
Pwf 2097.9 Psi
3 Pembuatan Kurva IPR
Metjode Pudjo Soekarno
a. Menghitung terlebih dahulu harga P1dan P2, kemudian menghitung ha
P1 = 1.606207 0.130447 x ln (WC)
P1 1.025150758
Gf
Pc
Gf
Pwf
DWFL
Gf
Pc
Gf
PsDSFL
8/12/2019 Contoh Desain Sumur LS-10
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P2 = - 0.517792 + 0.110604 x ln (WC)
P2 -0.025123372
WC@Pwf=Pr 85.28327296 %b. Menghitung konstanta A0, A1, dan A2berdasarkan harga WC@Pwf =
A0 = 0.980321 + (-0.115661 x 10-1).(WC) + (0.1
A0 0.124153439
A1 = -0.414360 + (0.392799 x 10-2).(WC) + (0.2
A1 -0.062125131
A2 = -0.564870 + (0.762080 x 10-2).(WC) + (-0.2A2 -0.061920072
c. Menghitung harga Qt maksimum berdasarkan konstanta A0, A1, dan A
Q t max 8164.242663 BFPD
d. Menghitung harga laju produksi minyak (Qo) untuk berbagai harga P
Misal: Pwf@ 1500 Psi
Qo 664.7881466 BOPD
Pwf asumsi, Psi Qo, BOPD
3200 0.883662124
2700 225.7706145
2200 425.9734606
2097 464.1490365
1500 664.7881466
1000 805.7491378
500 922.0260227
200 979.9437827
0 1013.618801
e. Menghitung harga laju produksi air (Qw) berdasarkan dari harga Wat
Misal: Pwf @ 1500 Psi
swfswf
PPPExpPPPWC
WC/
@ 21
2210n WCCWCCCA
21
max,
rwfrwfo
t
o PPAPPAAQ
Q
21
max,
rwfrwfo
t
o PPAPPAA
Q
Q
mailto:WC@Pwf=Prmailto:WC@Pwf=Pr8/12/2019 Contoh Desain Sumur LS-10
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WC 86.40464546 %
Pwf asumsi, Psi Qo, BOPD WC, %
3200 0.883662124 85.2590825
3000 93.8005358 85.39306238
2800 182.7679525 85.52725281
2600 267.7859122 85.66165411
2400 348.8544149 85.79626662
2200 425.9734606 85.93109066
2000 499.1430493 86.06612657
1800 568.363181 86.20137468
1600 633.6338557 86.33683533
1400 694.9550734 86.47250884
1200 752.3268341 86.60839556
1000 805.7491378 86.74449582
800 855.2219845 86.88080995
600 900.7453742 87.01733829
400 942.319307 87.15408118
200 979.9437827 87.29103895
100 997.2749742 87.35959852
0 1013.618801 87.42821194
Metode Vogel
a. Menentukan Produktivity Indeks
PI
PI 3.006088377 bpd/psi
Satu Fasa
Qmax 9619.482806 BFPD
Pwf asumsi, Psi Qf,BFPD
3200 0
3000 601.2176753
2700 1503.044188
2200 3006.088377
swfswf
PPPExpPPPWC
WC/
@ 21
QoWC100
WCQw
PwfPs
Q
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2000 3607.306052
1600 4809.741403
1200 6012.176753
1000 6613.394429
800 7214.612104
600 7815.82978
400 8417.047455200 9018.26513
0 9619.482806
b. Menentukan Q max dengan anggapan Ps < Pb
Qf max 9619.482806 BFPD
Qo max 883.4015171 BOPDQw Max 5426.628366 BWPD
Q tot max 6310.029883 BFPD
Pwf asumsi, Psi Q tot, BFPD Qo, BOPD
3200 0 0
3000 1052.130932 147.2983305
2700 2517.599016 352.4638622
2500 3419.425529 478.719574
2200 4659.436984 652.3211778
2000 5410.959078 757.53427091700 6425.513905 899.5719467
1500 7026.731581 983.7424213
1200 7815.82978 1094.216169
1000 8266.743036 1157.344025
700 8830.384607 1236.253845
500 9130.993444 1278.339082
200 9469.178387 1325.684974
0 9619.482806 1346.727593
Memperkirakan Setting Depth Pompa
a. Menghitung PSD minimum
Laju alir yang diinginkan sebesar 977 BFPD @ 150 Psi
2
max
8.02.00.1
r
wf
r
wf
o
o
P
P
P
P
Q
q
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DFL =
#VALUE! ft
PSD Min = #VALUE! ft
PSD Max = #VALUE! ft
Perkiraan Pompa Setting Depth optimum untuk sumur adalah 150 ft di bawa
PSD Optimum = #VALUE! ft
1 IPR Vogel
Pwf asumsi, Psi Q total, BFPD DFL , ft
3200 0 #VALUE!
3000 690.1595184 #VALUE!
2700 1651.453133 #VALUE!
2500 2243.018435 #VALUE!
2200 3056.420724 #VALUE!
2000 3549.391809 #VALUE!
1700 4214.902773 #VALUE!
1500 4609.279641 #VALUE!
1200 5126.89928 #VALUE!
1000 5422.681931 #VALUE!
700 5792.410244 #VALUE!
500 5989.598678 #VALUE!
200 6211.435666 #VALUE!
0 6310.029883 #VALUE!
PENENTUAN TDH
a. Menghitung HD dengan laju alir 977 BFPD @ 150 Psi
Perbedaan Kedalaman = Mid Perforasi - PSD
Beda Depth #VALUE! ft
Gf
Pc
Gf
PwfD
Gf
PcWFLPSD
min
Gf
PcDPSDmax
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PIP = Pwf-(Beda depth x Gf)
PIP #REF! Psi
FOP = PIP / Gf
FOP #REF! ft
HD = PSD - FOPHD #VALUE! ft
b. Menghitung Head dari Friction Loss ( Hf ) pada dinding tubing dengan 977
F = #REF!
Jadi, Hf = F x (PSD / 1000 ft) #REF! ft
c. Menghitung HT
Head
HT #VALUE! ft
d. TDH = HD+HF+HT
TDH #VALUE! ft
1 Menggunakan IPR Vogel
1 3200 0 #VALUE!
2 3000 690.1595184 #VALUE!
3 2700 1651.453133 #VALUE!
4 2500 2243.018435 #VALUE!
5 2200 3056.420724 #VALUE!
6 2000 3549.391809 #VALUE!
7 1700 4214.902773 #VALUE!
8 1500 4609.279641 #VALUE!
9 1200 5126.89928 #VALUE!
10 1000 5422.681931 #VALUE!11 700 5792.410244 #VALUE!
12 500 5989.598678 #VALUE!
13 200 6211.435666 #VALUE!
14 0 6310.029883 #VALUE!
2 Menggunakan IPR Pudjo Soekarno
Pwf asumsi, Psi DFL , ftQ total, BFPD
8655,4
85,1
85,13.34100
083.2ID
Q
CF
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1 3200 5.994620916 #VALUE!
2 3000 642.1642802 #VALUE!
3 2800 1262.842155 #VALUE!
4 2600 1867.620675 #VALUE!
5 2400 2456.075494 #VALUE!
6 2200 3027.764628 #VALUE!7 2000 3582.227525 #VALUE!
8 1800 4118.984086 #VALUE!
9 1600 4637.533623 #VALUE!
10 1400 5137.353744 #VALUE!
11 1200 5617.899166 #VALUE!
12 800 6518.862683 #VALUE!
13 400 7335.553961 #VALUE!
14 200 7710.652183 #VALUE!
15 0 8062.646274 #VALUE!
Laju alir yang diinginkan sebesar 951 bfpd pada 125 PsiPembacaan pada 950 bfpd
1 Jenis Pompa Yang Mungkin Bisa Digunakan
Stage Name DN 1000 IND 1000
Series 400 400
Frekwensi, Hz 60 60
Number of stage 1 1
Optimum Operating Range, 600-1250 600-1250
Nominal Housing Diameter, 4 4
Shaft Diameter, Inchi 0.688 0.688
Shaft Cross Section Area, In 3.71 0.371Minimum Casing Size, In 5.5 5.5
Shaft Break Houspower Lim 125 125
Shaft Break Houspower Lim 200 200
Housing Burst Pressure Limi 5000 5000
Housing Burst Pressure Limi 6000 6000
Housing Burst Pressure Limi 6000 6000
RPM 3500
BEP, BPD 956
Q puncak curva, BPD 956 955
Head, ft 23.37Power, Hp 0.28
Effisiensi, % 58.8
2 Pembacaan pada 950 bfpd
Stage Name DN 1000 IND 1000
Head Capacity, ft/stg 23.5 23.8
House Power, Hp/stg 0.28 0.285
, , ,
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Jumlah Stage, stage #VALUE! #VALUE!
House Power Motor (BHP) #VALUE! #VALUE!
HP yang di butuhkan seal section (protector) berdasarkan TDH yang d
(didapatkan dari grafik HP Vs TDH, 400 series seal section hlm 152 cen
Jadi HP total yang dibutuhkan adalah 20.9513 + 1.7 = 22.6513 HP
Pembacaan pada 1000 bfpd
Stage Name DN 1000 IND 1000
Head Capacity, ft/stg 22.2 22.3
House Power, Hp/stg 0.28 0.28
Jumlah Stage, stage #VALUE! #VALUE!
House Power Motor (BHP) #VALUE! #VALUE!
Pembacaan pada 977 bfpd
Stage Name DN 1000 IND 1000
Head Capacity, ft/stg 22.5 23House Power, Hp/stg 0.278 0.282
Jumlah Stage, stage #VALUE! #VALUE!
House Power Motor (BHP) #VALUE! #VALUE!
HP yang di butuhkan seal section (protector) berdasarkan TDH yang d
(didapatkan dari grafik HP Vs TDH, 400 series seal section hlm 152 cen
Jadi HP total yang dibutuhkan adalah 20.758 + 1.7 = 22.458 HP
3 Dari tabel pemilihan motor 60 Hz dari tabel PT. EJP456 Series, (4.56 inchi OD)
HP
Volt 450 750
Amper 28.5 17
4 Perhitungan kecepatan aliran di annulus (FV)
FV = #VALUE! ft/detikFV > 1 ft/detik, memenuhi jenis motor yang dipilih
5 Memilih kabel (baca tabel)
Panjang kabel yang digunakan:
1 L = 2
L = #VALUE! ft
Cable Voltage Drop =
20
)1000/).(( ftpVoltageDroL
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Dari centrilift hand book
Type kabel #1
Ampere 28.5 17
Kehilangan tegangan, volt/1000 6.2 3.6
Kehilangan tegangan dikabel, Vo #VALUE! #VALUE!
Surface Voltage (Vs), Volt #VALUE! #VALUE!T, KVA #VALUE! #VALUE!
Ukuran Trafo,
Kebutuhan switchboard 461 V, 22.45HP,28.5A 756.6V, 22.45HP, 17A
Type Switch board DPH. 2 45 MFH
Spesifikasi 600V, 25HP,50A 1000V, 70HP, 45A
Kebutuhan Start, Volt 157.5 262.5
Tegangan saat start, Volt #VALUE! #VALUE!
Jumlah tegangan, Volt #VALUE! #VALUE!
Type kabel #2
Ampere 28.5 17
Kehilangan tegangan, volt/1000 12.8 4.7
Kehilangan tegangan dikabel, Vo #VALUE! #VALUE!
Surface Voltage (Vs), Volt #VALUE! #VALUE!
T, KVA #VALUE! #VALUE!
Ukuran Trafo,
Kebutuhan switchboard 473.6 V, 22.45HP,28.5A 758.6V, 22.45HP, 17A
Type Switch board DPH. 2 45 MFH
Spesifikasi 600V, 25HP,50A 1000V, 70HP, 45A
Kebutuhan Start, Volt 157.5 262.5
Tegangan saat start, Volt #VALUE! #VALUE!Jumlah tegangan, Volt #VALUE! #VALUE!
Type kabel #4
Ampere 28.5 17
Kehilangan tegangan, volt/1000 13.2 8
Kehilangan tegangan dikabel, Vo #VALUE! #VALUE!
Surface Voltage (Vs), Volt #VALUE! #VALUE!
T, KVA #VALUE! #VALUE!
Ukuran Trafo,
Kebutuhan switchboard 474.3 V, 22.45HP,28.5A 764.8V, 22.45HP, 17A
Type Switch board DPH. 2 45 MFH
Spesifikasi 600V, 25HP,50A 1000V, 70HP, 45A
Kebutuhan Start, Volt 157.5 262.5
Tegangan saat start, Volt #VALUE! #VALUE!
Jumlah tegangan, Volt #VALUE! #VALUE!
Type kabel #6
Ampere 28.5 17
Ukuran KVA 25
Ukuran KVA 25
Ukuran KVA 25
1000
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Kehilangan tegangan, volt/1000 19.2 11.5
Kehilangan tegangan dikabel, Vo #VALUE! #VALUE!
Surface Voltage (Vs), Volt #VALUE! #VALUE!
T, KVA #VALUE! #VALUE!
Ukuran Trafo,
Kebutuhan switchboard 485.4V, 21.45HP, 28.5A 771.2V, 22.45HP, 17A
Type Switch board DPH. 2 45 MFHSpesifikasi 600V, 25HP,50A 1000V, 70HP, 45A
Kebutuhan Start, Volt 157.5 262.5
Tegangan saat start, Volt #VALUE! #VALUE!
Jumlah tegangan, Volt #VALUE! #VALUE!
6 Pemilihan Transformer dan Switch Board
a Surface Voltage (Vs) =
Pada kabel type #6dengan 22 A
Vs = #VALUE! Volt
b Pemilihan Transformer
T = #VALUE! KVA
Pemilihan Trafo yang mungkin dengan 50 KVA
c Pemilihan Switch Board
Kebutuhan Switch Board (717.66 volt, 22.45 HP, 22 Ampere)
Maka, dari tabel didapatkan 45 MFH ( 1000 volt, 70 HP, 45 Ampere)
d Perhitungan PembuktianKebutuhan Start =
Kebutuhan Start 241.5 Volt
Kehilangan tegangan saat start
Kehilangan tegangan saat start #VALUE! Volt
Jumlah tegangan #VALUE! Volt
Tegangan yang tersedia 1000 volt, melebihi tegangan yang diperlukan saat awal st
Series Protektor for 456 Series Motor
Memilih Kabel
pertimbangan : clearense casing dan motor, voltage drop yang kecil, temperatur
Clearense 4.44 inchi
Ukuran KVA 25
1000
73.1
ms IV
T
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PI 3.006088377
P atm 14.7 Psi
#VALUE! Qw 2849.19 BWPD
#VALUE!
4.669 inchi
5501.665471
wf)
rga WC@Pwf = Pr
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r
9050 x 10-4).(WC)^2
7075 x 10-5).(WC)^2
02079 x 10-4).(WC)^2
f berdasarkan Qt maksimum
r Cut (WC) untuk berbagai harga Pwf
2
2
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Qw, BWPD Q total, BFPD
5.110958792 5.994620916
548.3637444 642.1642802
1080.074203 1262.842155
1599.834762 1867.620675
2107.22108 2456.075494
2601.791168 3027.764628
3083.084476 3582.227525
3550.620905 4118.984086
4003.899768 4637.533623
4442.398671 5137.353744
4865.572332 5617.899166
5272.85132 6078.600458
5663.640699 6518.862683
6037.318595 6938.063969
6393.234654 7335.553961
6730.708401 7710.652183
6892.30809 7889.583064
7049.027473 8062.646274
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Qw, BWPD Pwf asumsi, Psi Q tot, BFPD
0 1 3200 0
904.8326014 2 3000 690.1595184
2165.135153 3 2700 1651.453133
2940.705955 4 2500 2243.018435
4007.115806 5 2200 3056.420724
4653.424807 6 2000 3549.3918095525.941959 7 1700 4214.902773
6042.989159 8 1500 4609.279641
6721.61361 9 1200 5126.89928
7109.399011 10 1000 5422.681931
7594.130762 11 700 5792.410244
7852.654362 12 500 5989.598678
8143.493413 13 200 6211.435666
8272.755213 14 0 6310.029883
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#VALUE! #VALUE! #VALUE!
h Working Fluid Level (WFL)
PSD Min, ft PSD Max, ft PSD Opt, ft 1
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
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PIP =
PIP = #VALUE! Psi
Net Dinamic Lift =
Net Dinamic Lift = #VALUE! ft
FPD @150 Psi
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
PSD Max, ftPSD Min, ft Mid Perforasi, ftPSD Opt, ft
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#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
#VALUE! #VALUE! #VALUE! w
IND 1300 IND 750
400 400
60 60
1 1
960-1640 400-950
4 4
0.688 0.625
0.371 0.3075.5 5.5
125 94
200 150
5000 5000
6000 6000
6000 6000
1283 758
IND 1300 IND 750
24 17.5
0.29 0.235
, , , ,
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#VALUE! #VALUE!
#VALUE! #VALUE!
hasilkan pompa yaitu sekitar 1.7 HP untuk seal section Series 400 dengan TDH 1847 ft
lif)
IND 1300
23.5
0.3
#VALUE!
#VALUE!
IND 1300
23.750.295
#VALUE!
#VALUE!
hasilkan pompa yaitu sekitar 1.7 HP untuk seal section Series 400 dengan TDH 1787ft
lif)
#VALUE!
410 690
29 22
48.72545817 ft/s
Centrilift Hand book
L =
L = #VALUE! ft
Cable Voltage Drop =
25
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29 22 29 22
6.3 4.8 6.3 4.8
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!
Ukuran KVA 50 Ukuran KVA 25 Ukuran KVA 50
421.6V, 22.45HP, 29A 698.8V, 22.45HP, 22A 425.5V, 22.45HP, 29A 701.8 V, 22.45HP, 22A
DPH. 2 45 MFH DPH. 2 45 MFH
600V, 25HP,50A 1000V, 70HP, 45A 600V, 25HP,50A 1000V, 70HP, 45A
143.5 241.5 143.5 241.5
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
29 22 29 22
8 6 8 6
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
ukuran KVA 50 Ukuran KVA 25 Ukuran KVA 50
424.75V, 22.45HP, 29A 701V, 22.45HP, 22A 429.7V, 22.45HP, 29A 704.7 V, 22.45HP, 22A
DPH. 2 45 MFH DPH. 2 45 MFH
600V, 25HP,50A 1000V, 70HP, 45A 600V, 25HP,50A 1000V, 70HP, 45A
143.5 241.5 143.5 241.5
#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!
29 22 29 22
13.4 10 13.4 10
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
ukuran KVA 50 Ukuran KVA 25 Ukuran KVA 50
434.7V, 22.45HP, 29A 708.4V, 22.45HP, 22A 443V, 22.45HP, 29A 714.6 V, 22.45HP, 22A
DPH. 2 45 MFH DPH. 2 45 MFH
600V, 25HP,50A 1000V, 70HP, 45A 600V, 25HP,50A 1000V, 70HP, 45A
143.5 241.5 143.5 241.5
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
29 22 29 22
Rumus 1 Rumus 2
8/12/2019 Contoh Desain Sumur LS-10
28/61
19.5 15 19.5 15
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
ukuran KVA 50 Ukuran KVA 25 Ukuran KVA 50
445.9V, 22.45HP, 29A 717.7V, 22.45HP, 22A 458 V, 22.45HP, 29A 726.9V, 22.45HP, 22A
DPH. 2 45 MFH DPH. 2 45 MFH600V, 25HP,50A 1000V, 70HP, 45A 600V, 25HP,50A 1000V, 70HP, 45A
143.5 241.5 143.5 241.5
#VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE!
art yaitu 324.5 volt
8/12/2019 Contoh Desain Sumur LS-10
29/61
8/12/2019 Contoh Desain Sumur LS-10
30/61
8/12/2019 Contoh Desain Sumur LS-10
31/61
8/12/2019 Contoh Desain Sumur LS-10
32/61
Qo, BOPD Qw, BWPD WC, %
0 0
96.62204093 593.5374775 86.00004226
231.2027408 1420.250393 86.00004226
314.021633 1928.996802 86.00004226
427.8976099 2628.523115 86.00004226
496.9133534 3052.478456 86.00004226590.0846071 3624.818166 86.00004226
645.297202 3963.982439 86.00004226
717.7637327 4409.135547 86.00004226
759.1731788 4663.508752 86.00004226
810.9349864 4981.475258 86.00004226
838.5412838 5151.057394 86.00004226
869.5983684 5341.837297 86.00004226
883.4015171 5426.628366 86.00004226
8/12/2019 Contoh Desain Sumur LS-10
33/61
2 IPR Pudjo Soekarno
Pwf asumsi, Psi Q total, BFPD WFL , ft PSD Min, ft PSD Max, ft
3200 5.994620916 #VALUE! #VALUE! #VALUE!
3000 642.1642802 #VALUE! #VALUE! #VALUE!
2800 1262.842155 #VALUE! #VALUE! #VALUE!
2600 1867.620675 #VALUE! #VALUE! #VALUE!
2400 2456.075494 #VALUE! #VALUE! #VALUE!
2200 3027.764628 #VALUE! #VALUE! #VALUE!
2000 3582.227525 #VALUE! #VALUE! #VALUE!
1800 4118.984086 #VALUE! #VALUE! #VALUE!
1600 4637.533623 #VALUE! #VALUE! #VALUE!
1400 5137.353744 #VALUE! #VALUE! #VALUE!
1200 5617.899166 #VALUE! #VALUE! #VALUE!
800 6078.600458 #VALUE! #VALUE! #VALUE!
400 6518.862683 #VALUE! #VALUE! #VALUE!
200 6938.063969 #VALUE! #VALUE! #VALUE!
0 7335.553961 #VALUE! #VALUE! #VALUE!
8/12/2019 Contoh Desain Sumur LS-10
34/61
Net Dinamic Lift =
Net Dinamic Lift = #VALUE! ft
PIP 1 PIP 2#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
FOP, ftPIP
Gf, Psi/ftSG, MixBeda Kedalaman, ft
PIP
8/12/2019 Contoh Desain Sumur LS-10
35/61
PIP 1 PIP 2
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!
, , ,,
8/12/2019 Contoh Desain Sumur LS-10
36/61
8/12/2019 Contoh Desain Sumur LS-10
37/61
8/12/2019 Contoh Desain Sumur LS-10
38/61
8/12/2019 Contoh Desain Sumur LS-10
39/61
8/12/2019 Contoh Desain Sumur LS-10
40/61
8/12/2019 Contoh Desain Sumur LS-10
41/61
8/12/2019 Contoh Desain Sumur LS-10
42/61
8/12/2019 Contoh Desain Sumur LS-10
43/61
PSD Opt, ft
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
8/12/2019 Contoh Desain Sumur LS-10
44/61
HD 1, ft Head 2, ft Head 3, ft F HF, ft 1 2#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Friksi TDH, ftHT, ft
Vertikal Lift
TDH, ftVertikal Lift Friksi
8/12/2019 Contoh Desain Sumur LS-10
45/61
HD 1, ft Head 2, ft Head 3, ft F HF, ft 1 2
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
,
8/12/2019 Contoh Desain Sumur LS-10
46/61
8/12/2019 Contoh Desain Sumur LS-10
47/61
8/12/2019 Contoh Desain Sumur LS-10
48/61
8/12/2019 Contoh Desain Sumur LS-10
49/61
8/12/2019 Contoh Desain Sumur LS-10
50/61
8/12/2019 Contoh Desain Sumur LS-10
51/61
8/12/2019 Contoh Desain Sumur LS-10
52/61
8/12/2019 Contoh Desain Sumur LS-10
53/61
8/12/2019 Contoh Desain Sumur LS-10
54/61
3#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE!
#VALUE!
Head/Stage Stage Pompa
8/12/2019 Contoh Desain Sumur LS-10
55/61
3 60 65 70 75 80
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE! 28 1680 1820 1960 2100 2240#VALUE! 25.2 1512 1638 1764 1890 2016
#VALUE! 23.8 1428 1547 1666 1785 1904
#VALUE! 21.8 1308 1417 1526 1635 1744
#VALUE! 19.8 1188 1287 1386 1485 1584
#VALUE! 17.5 1050 1137.5 1225 1312.5 1400
#VALUE! 15.8 948 1027 1106 1185 1264
#VALUE! 13.8 828 897 966 1035 1104
#VALUE!
#VALUE!
8/12/2019 Contoh Desain Sumur LS-10
56/61
Power ConsumtionQ desire = 4637.534 BFPD
TDH = #VALUE! ft
SG f = 1.038469
Visc =L cable = #VALUE! ft
Cable Size = #1
Well T = 180 F
OD Casing = 9.625 inch
System Hertz = 60 Hz
Opereting Hertz = 60 Hz
1 Type pompa IDN-1000
Head/Stg = 23
HP/Stg = 0.282
2 No. Stage =
Jumlah Stage = #######
3 BHP =
BHHP Max =
BHHP = ####### Hp
BHHP max = ####### Hp
4 PadaTDH 1787.94, 400 series motor maka power yang dibutuhkan Seal motor 1.7 Hp
5 HP Motor =
Motor HP required = ####### HP
Motor HP max required = ####### HP
6 Pilih Motor Sries 400 sesuai dengan pompa yang dipilih
Maka dipilih (25 HP, 690 Volt, 22 Ampere)
7 Motor Power Consumtion
HP =
HP = #######
Dari grafik Motor Composite Caracteristic Curve didapatkan effisiensi 86 %
Ampere =
8/12/2019 Contoh Desain Sumur LS-10
57/61
22 ampere
Amp = 18.92 ampere
KW =
KW = ####### kw
Worst Case
HP max =
HP = #######
Dari grafik Motor Composite Caracteristic Curve didapatkan effisiensi 88 %
Eff =
eff 84 %
Ampere =Ampere = ####### ampere
KW =
KW = ####### kw
8 Power Cable Loss
Conductor Temperature =
Conductor Temperature = 190 F
T.C.F =
T.C.F = 1.24182
R =
R = ####### ohms
KW-Cable =
KW = ####### kw
Worst case
KW = #######
8/12/2019 Contoh Desain Sumur LS-10
58/61
9 Total sistem KW meliputi 2% faktor surface loss
KW =
KW = ####### kw
KW max = ####### kw
#1 0.139
#2 0.175
#4 0.271
#6 0.431
#1 0.139
#2 0.175
#4 0.271
#6 0.431
AWG R (/1000ft@25 degrees centrigrade)
AWG R (/1000ft@25 degrees centrigrade)
8/12/2019 Contoh Desain Sumur LS-10
59/61
Assumsi
8/12/2019 Contoh Desain Sumur LS-10
60/61
29 ampere
24.94Amp
#VALUE! ampere
#VALUE! kw
#VALUE! kw
8/12/2019 Contoh Desain Sumur LS-10
61/61
Worst Case
KW KW KW max
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Worst Case
KW KW KW max
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Total
R, ohms KWTotal
Cable, 29 Ampere
Cable, 22 Ampere
R, ohms KW