x 1949 morris muskat - slb.com/media/files/resources/oilfield_review/... · thomas graf aubrey...
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26
John O. Afilaka
Jamal Bahamaish
Garfield BowenKyrre BratvedtJonathan A. HolmesTommy Miller
Abingdon
Paul Fjerstad
George GrinestaffBP
Aberdeen
Younes JalaliCharles Lucas
Rosharon
Zulay JimmenezPDVSA
Tony LolomariEdward May
Edy RandallBP
Wareham
X 1949 Morris Muskat[1]
[2]
Abingdon Jonathan P. CoxKirsty Foster Jonathan Morris Terry Stone
Sarawak Miri Neil GoldsworthyThomas Graf Aubrey O’Callaghan Raul
Tovar Denver Omer GurpinarRamdas Narayanan
Clamart Roger Pollock RosharonIan Raw Aberdeen Jeb Tyrie BergenJohan Warmedal
Rakesh KumarShekhar Sinha Leonardo Vega Burak Yeten
ECLIPSE ECLIPSE100 ECLIPSE300 ECLIPSE OfficeFloGrid FrontSim GRID Peep PVTi SCAL ScheduleSimOPT VFPi Weltest 2000 WRFC
VIP LandmarkSTARS CMG
UNIX OPEN GROUP Windows NTLoadLeveler RS/6000 IBM
272001
[3]
>
NASA Tarntula Nebula
1. Muskar M: Physical Principles of Oil ProcductionMcGraw-Hill 1949: 812-813
2. Watts JW ReservoirSimulation: Past, Present, and Future SPE38441
SPE1997 6 8-11
3. Bosworth S EI-Sayed HS ismail G Ohmer H strackeM West C and Retnanto A
10 4 199814-28
28
$ ?
$ ?
$ ?
GeoQuest ECLIPSELandmark VIP
STARS
[4]
[5]
ECLIPSE
ECLIPSE
FloGrid GRID
FloGrid
>
4 .Adamson G Crick M Gane B Gurpinar O HardimanJ Ponting D Simulation Throughout the Life of aReservoir 8 2 1996
16-17
5. Bouska J Cooper M O’Donovan A Corbett DMalinverno A Prange M Ryan S ValidaingReservoir Models to Improve Recovery
11 2 1998 21-35
292001
FloGrid
SCALPVTi
VFPiSchedule
ECLIPSE
SimOPC
SimOPC
Peep
ECLIPSE
Weltest 200 ECLIPSE
GORECLIPSE
MSW
> ECLIPSE
1800ECLIPSE
30
16,000
14,000
12,000
10,000
8000
6000
4000 0
2
4
6
8
10
12
14
16
18
0 1 2 3 4 5 6
MSW
MSW
Wytch FarmWytch Farm
[6]
PooleBP
10 6[7]
M - 1 5Sherwood
BP
BP WRFC-H
> Wytch Farm M-15 Sherwood
> Wytch Farm M-15
6. Gai H Davies J Newberry P Vince S Al-MashgariA World’s First Down hole Flow Control Completionof Extended-Reach Multilateral at Wytch Farm
IADC/SPE 59211 IADC/SPE2000 2 23-25
7. Allen F Tooms P Conran G Lesso B Van de SlijkeP 10
9 4 1997 32-47
8. Algeroy J Pollock R Equipment and Operation ofAdvanced Completions in the M-15 Wytch FarmMultilateral Well SPE 62951 SPE
200010 1-4
312001
ECLIPSE 100MSW
ECLIPSE
M-15 1999 2
10000 B/D 1600m3/d3000 B/D 477 m3/d
5[8]
ECLIPSE
M-15
160,000 m3
BP
BP WytchFarm
2000 9 F-22TRFC-
E
ECLIPSE MSW
ECLIPSE MSW
GOR
44
32
4000
3500
3000
2500
2000
1500
1000
500
0 0
500,000
1,000,000
1,500,000
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0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
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>
MSW
>
332001
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3
SRC9,10]
61 0 0
3m/s
40psi 275kPa3000B/D
477m3/d
> 1 13 1 2517 4000 1220 6
16000B/D 2540m3
9. Sinha S Kumar R Vega L Jalali Y FlowEquilibration Towards Horizontal Wells Using DownholeValves SPE 68635 SPE
20014 17-19
10. Yeten B Jalali Y Effectiveness of IntelligentCompletions in a Multiwell Development ContextSPE 68077 SPE 2001
3 17-20
34
>
352001
A B
WOCGOC
> A B
>
36
1
2
3016
26.3
44.8
17.2
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45.4
1 1
+86
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+224 +227
+227+224
+233
+85+48
+86
30024 8 0 m 3
34.5%172000 27400 m3
> 1 2
>
3016 480
372001
180,072
122,666
55
850
48
IBM RS/6000
8
8
6
109,200
44,033
46
60
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IBM RS/6000
2
4
4
880,000
388,500
52
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CPUPDVSA1998 PDVSA
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ECLIPSE 3
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17 2.7 m3
34
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ADCO1962
19861974
13000B/D2000m3/d 1996
12 19992000
3000B/DADCO
ADCO
ADCO
ECLIPSE300 44
37 55 45500m
1640
>
880,000 6
392001
0
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238,000ADCO
12
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<
40
ADCO
24
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ADCO
business plan
1. Mattax CC Modeling Concepts Mattax CC Dalton RLSPE 13 Richardson
1990
F=ma
[1]
fully implicit IMPES
IMPES
IMPES
IMPES
IMPES
Landmark VIP
ECLIPSE300AIM
IMPESAIM
10%-20%
412001
6000
5000
4000
1990 1992 1994 1996 1998 2000
3000
2000
1000 1
2
4
6
8
10
12
14, p
si
, MM
scf/
D
I
4000
3500
3000
2500
2000
1500
10001960 1970 1980 1990 2000
0
100
200
300
400
500
600
700
800
, psi
P
35
30
25
20
10
15
5
01980 1990 2000 2010 2020 2030 2040 2050
, 100
0
0
-4
-8
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-201980 1990 2000 2010 2020 2030 2040 2050
, 100
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>
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> 2430000B/D 4800m3/
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>
42
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> 12 P3
11. Idrobo EA Choudhary MK Datta-Gupta A SweptVolume Caculations and Ranking of GeostatisticalReservoir Models Using Streamline Simulation
SPE 62557 SPE/AAPGLong Beach 2000 6 19-23
12. Lolomari T Bratvedt K Crane M Milliken WJTyrie JJ The Use of Streamline Simulation in ReservoirManagement: Methodology and Case Studies
63157£¨SPE2000 10 1-4
13. Lollomari 12
14.Grinestaff GH Caffrey DJ Waterfload Management:A Case Study of the Northwest Fault Block Area ofPrudhoe Bay, Alaska, Using Streamline Simulation andTraditional Waterflood Analysis SPE 63152SPE
2000 10 1-4
432001
0.03 0.11 0.19 0.27 0.35
0.37500.18750.0000 0.75000.5625
[11]
FrontSim
FloGrid FrontSim12
2FrontSim
[12]
120,000
1 psi5200psi 35.8Mpa
0.1% [13]
Prudhoe
Prudhoe
BP23
260 40
1000P r u d h o e
NWFB200,000 10
200
FrontSim [14]
FrontSim NWFB
46
> 506
> Prudhoe NWFB NWFB FrontSim 2001
44
3000
2000
1000
00 100 200 300 400 500
A
B
C
D
10%
20%
30%
40%
50%
80%
PVT [1]
H2OC3H8
C16H34
AB
CCD D D
B-A-C-D
>
1. Muskat MMuskat M
HRDC 1981
452001
34
35
36
37
38
39
40
41
42
, lbm
/ft3
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35
4750
4500
4250
4000
3750
3500
3250
3000
2750
2500
, psi
a
C7+
PVTi
•
•
•
•
•
•
•
>
46
0.6250 0.8125 1.00000.2500 0.4375
NWFB
BP
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FrontSim
BP
> 1983
472001
1997
2001
Weltest 2000ECLIPSE MSW
MAA
> 1997 2001
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