contoh desain sumur ls-10

8/12/2019 Contoh Desain Sumur LS-10

1/61

0

50

100

150

200

250

300

350

400

0 200 400 600 800 1000 1200 1400

Qo V

Qw

Qto


2/61

0

50

100

150

200

250

300

350

400

450

0 1000 2000 3000 4000 5000 6000 7000 8000

IPR satu fasa

IPR satu fasa


3/61

0

50

100

150

200

250

300

350

400

0 200 400 600 800 1000 1200 1400 1600 1800


4/61

-1000

500

2000

3500

5000

0

500

1000

1500

2000

2500

3000

3500

0100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280029003000310032003300340035003600370038003900400041004200430044004500460047004800490050005100520053005400550056005700580059006000610062006300640065006600670068006900700071007200730074007500760077007800

Q

P


5/61

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0

500

1000

1500

2000

2500

3000

3500

0100200300400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700280029003000310032003300340035003600370038003900400041004200430044004500460047004800490050005100520053005400550056005700580059006000610062006300640065006600

Q t

PSD


6/61


7/61

0

500

1000

1500

2000

2500

3000

3500

0 1000 2000 3000 4000 5000 6000 7000 8000 9000

Pwf Vs

qo

qw


8/61

0

500

1000

1500

2000

2500

600650700750800850900950100010501100115012001250130013501400145015001550160016501700175018001850190019502000205021002150220022502300235024002450250025502600265027002750280028502900295030003050310031503200325033003350340034503500355036003650370037503800385039003950400040504100415042004250430043504400445045004550460046504700475048004850490049505000505051005150520052505300535054005450550055505600565057005750580058505900595060006050610061506200625063006350640064506500655066006650670067506800685069006950700070507100715072007250730073507400745075007550760076507700

Q Vs TDH

Q Vs 60 S

Q Vs 65 S

Q Vs 70 S

Q Vs 75 S

Q Vs 80 S


9/61

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


10/61

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=Pr


11/61

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


12/61

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


13/61

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


14/61

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


15/61

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



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


Head Capacity, ft/stg 23.5 23.8

House Power, Hp/stg 0.28 0.285

, , ,


16/61

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


Head Capacity, ft/stg 22.2 22.3

House Power, Hp/stg 0.28 0.28



Pembacaan pada 977 bfpd


Head Capacity, ft/stg 22.5 23House Power, Hp/stg 0.278 0.282



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


17/61

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



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




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




Ukuran Trafo,

Kebutuhan switchboard 474.3 V, 22.45HP,28.5A 764.8V, 22.45HP, 17A






Type kabel #6

Ampere 28.5 17

Ukuran KVA 25

Ukuran KVA 25

Ukuran KVA 25

1000


18/61





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




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


19/61

PI 3.006088377

P atm 14.7 Psi

#VALUE! Qw 2849.19 BWPD

#VALUE!

4.669 inchi

5501.665471

wf)

rga WC@Pwf = Pr


20/61

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


21/61

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


22/61

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


23/61

#VALUE! #VALUE! #VALUE!

h Working Fluid Level (WFL)

PSD Min, ft PSD Max, ft PSD Opt, ft 1
















24/61

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




PSD Max, ftPSD Min, ft Mid Perforasi, ftPSD Opt, ft


25/61






#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

, , , ,


26/61

#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


27/61

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



29 22 29 22

8 6 8 6




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



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





434.7V, 22.45HP, 29A 708.4V, 22.45HP, 22A 443V, 22.45HP, 29A 714.6 V, 22.45HP, 22A



143.5 241.5 143.5 241.5



29 22 29 22

Rumus 1 Rumus 2


28/61

19.5 15 19.5 15





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



art yaitu 324.5 volt


29/61


30/61


31/61


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


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!
















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!




FOP, ftPIP

Gf, Psi/ftSG, MixBeda Kedalaman, ft

PIP


35/61

PIP 1 PIP 2






#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!#VALUE! 1.038468654 0.449656927 #VALUE! #VALUE! #VALUE!









, , ,,


36/61


37/61


38/61


39/61


40/61


41/61


42/61


43/61

PSD Opt, ft

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!


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!




Friksi TDH, ftHT, ft

Vertikal Lift

TDH, ftVertikal Lift Friksi


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!









,


46/61


47/61


48/61


49/61


50/61


51/61


52/61


53/61


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


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!


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 =


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 = #######


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)


59/61

Assumsi


60/61

29 ampere

24.94Amp

#VALUE! ampere

#VALUE! kw

#VALUE! kw


61/61

Worst Case

KW KW KW max

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!




Worst Case

KW KW KW max





Total

R, ohms KWTotal

Cable, 29 Ampere

Cable, 22 Ampere

R, ohms KW

contoh desain sumur ls-10

Documents