Experimental displacement patterns in a 2 × 2 quadrant block with permeability and wettability heterogeneities—problems for numerical modelling

The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a permeability or a wettability contrast is the subject of this paper. The physical processes occurring during miscible and immiscible flow and displ...

Full description

Saved in:
Bibliographic Details
Published inTransport in porous media Vol. 71; no. 1; pp. 5 - 22
Main Authors Dawe, Richard A., Grattoni, Carlos A.
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Netherlands 01.01.2008
Springer Nature B.V
Subjects
Online AccessGet full text

Cover

Loading…
Abstract The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a permeability or a wettability contrast is the subject of this paper. The physical processes occurring during miscible and immiscible flow and displacement within permeability and wettability quadrant bead pack models have been studied experimentally. This geometry occurs in a number of situations relevant to hydrocarbon production: particularly faults where adjacent rocks have large permeability contrasts with rapid changes, in the laboratory with core butting, in reservoir simulation where grid blocks have different permeability and in reservoirs having near-wellbore damage problems. The model quadrants 1–4, had 1 and 4 and 2 and 3 with identical properties, either in permeability or wettability. Reported are complete unit mobility miscible displacements, then the effects of viscosity differences (mobility modifiers) and finally immiscible displacements on displacement patterns for initial linear injection. The experiments demonstrate that nodal flow occurs for both miscible and immiscible flow, but for immiscible flow there are boundary effects due to capillary pressure differences created by water saturation changes or wettability contrasts which can leave patches of isolated fluid within a quadrant. The displacement patterns for the different models and fluids change significantly with the viscosity and wettability changes, particularly for the immiscible displacements. This is due to the changing capillary pressure between the quadrant blocks as the water saturation change. These are difficult to address in numerical modelling but should be accounted for. Other effects include coupling of all physical processes governing the flow through the node and creations of microzones of trapped residual oil. Our displacement patterns can therefore be a valuable verification benchmark tool for numerical modelling and a calibration data source for those wishing to simulate the effects of capillary pressure under differing wettability conditions and for those investigating upscaling modelling procedures. However, the possible loss of physical reality when averaging must always be considered.
AbstractList The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a permeability or a wettability contrast is the subject of this paper. The physical processes occurring during miscible and immiscible flow and displacement within permeability and wettability quadrant bead pack models have been studied experimentally. This geometry occurs in a number of situations relevant to hydrocarbon production: particularly faults where adjacent rocks have large permeability contrasts with rapid changes, in the laboratory with core butting, in reservoir simulation where grid blocks have different permeability and in reservoirs having near-wellbore damage problems. The model quadrants 1–4, had 1 and 4 and 2 and 3 with identical properties, either in permeability or wettability. Reported are complete unit mobility miscible displacements, then the effects of viscosity differences (mobility modifiers) and finally immiscible displacements on displacement patterns for initial linear injection. The experiments demonstrate that nodal flow occurs for both miscible and immiscible flow, but for immiscible flow there are boundary effects due to capillary pressure differences created by water saturation changes or wettability contrasts which can leave patches of isolated fluid within a quadrant. The displacement patterns for the different models and fluids change significantly with the viscosity and wettability changes, particularly for the immiscible displacements. This is due to the changing capillary pressure between the quadrant blocks as the water saturation change. These are difficult to address in numerical modelling but should be accounted for. Other effects include coupling of all physical processes governing the flow through the node and creations of microzones of trapped residual oil. Our displacement patterns can therefore be a valuable verification benchmark tool for numerical modelling and a calibration data source for those wishing to simulate the effects of capillary pressure under differing wettability conditions and for those investigating upscaling modelling procedures. However, the possible loss of physical reality when averaging must always be considered.
The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a permeability or a wettability contrast is the subject of this paper. The physical processes occurring during miscible and immiscible flow and displacement within permeability and wettability quadrant bead pack models have been studied experimentally. This geometry occurs in a number of situations relevant to hydrocarbon production: particularly faults where adjacent rocks have large permeability contrasts with rapid changes, in the laboratory with core butting, in reservoir simulation where grid blocks have different permeability and in reservoirs having near-wellbore damage problems. The model quadrants 1–4, had 1 and 4 and 2 and 3 with identical properties, either in permeability or wettability. Reported are complete unit mobility miscible displacements, then the effects of viscosity differences (mobility modifiers) and finally immiscible displacements on displacement patterns for initial linear injection. The experiments demonstrate that nodal flow occurs for both miscible and immiscible flow, but for immiscible flow there are boundary effects due to capillary pressure differences created by water saturation changes or wettability contrasts which can leave patches of isolated fluid within a quadrant. The displacement patterns for the different models and fluids change significantly with the viscosity and wettability changes, particularly for the immiscible displacements. This is due to the changing capillary pressure between the quadrant blocks as the water saturation change. These are difficult to address in numerical modelling but should be accounted for. Other effects include coupling of all physical processes governing the flow through the node and creations of microzones of trapped residual oil. Our displacement patterns can therefore be a valuable verification benchmark tool for numerical modelling and a calibration data source for those wishing to simulate the effects of capillary pressure under differing wettability conditions and for those investigating upscaling modelling procedures. However, the possible loss of physical reality when averaging must always be considered.
Author Dawe, Richard A.
Grattoni, Carlos A.
Author_xml – sequence: 1
  givenname: Richard A.
  surname: Dawe
  fullname: Dawe, Richard A.
  email: radawe@eng.uwi.tt
  organization: Department of Chemical Engineering, The University of the West Indies
– sequence: 2
  givenname: Carlos A.
  surname: Grattoni
  fullname: Grattoni, Carlos A.
  organization: Rock Deformation Research Limited (RDR), Earth Sciences, University of Leeds
BookMark eNp9kM9KHTEUxkNR6FX7AN0FXE_Nn5nJzLKItoLQjV0P52ZOrrGZZExyUXc-hNCtz6Jv4pM0l1spFHSTnMM5v_N9fHtkxwePhHzm7AtnTB0lzkUtqlJWPWdd1XwgC94oWfFW1jtkwXjbV7Ln8iPZS-mKsUJ19YI8nNzOGO2EPoOjo02zA42bls6QM0afqPUUqHh6fP799Cjo9RrGCGW-dEH_ojc2X9JyYkJYWmfzHQU_0hvM-bW_xHImrNCjzRbTy_3DHMPS4ZSoCZH69VQM6KI-hRGds351QHYNuISf_v775OfpycXx9-r8x7ez46_nlRaSN1WjFFflWXYaOgMKGWtNzVDp1ghp6jJu0NTQMq2wBlACOt3h2PS9Ad4yuU8Ot3eLoes1pjxchXX0RXIQoullzZSUZYtvt3QMKUU0w1wCg3g3cDZswh-24Q-bchP-0BRG_cdomyHb4HME694lxZZMRcWvMP7z9Db0BwKqoTA
CitedBy_id crossref_primary_10_7242_1999_6691_2010_3_2_19
crossref_primary_10_1002_fld_4275
crossref_primary_10_1002_nme_5633
crossref_primary_10_1007_s11242_010_9642_4
crossref_primary_10_1007_s11242_010_9687_4
crossref_primary_10_1016_j_advwatres_2018_10_010
crossref_primary_10_1016_j_colsurfa_2023_132022
crossref_primary_10_1016_j_jngse_2014_11_028
crossref_primary_10_1002_nag_3678
crossref_primary_10_2136_vzj2010_0015
crossref_primary_10_1063_5_0204036
crossref_primary_10_1615_JPorMedia_2024049723
crossref_primary_10_1002_nag_2547
crossref_primary_10_1016_j_jcp_2012_11_001
crossref_primary_10_12677_APF_2013_31001
crossref_primary_10_1021_ef200098y
crossref_primary_10_1051_matecconf_20152301032
Cites_doi 10.1016/S0920-4105(99)00039-X
10.1016/0920-4105(94)90033-7
10.1023/A:1011849804979
10.1007/BF00167102
10.1080/10588339991339289
10.1007/BF00616977
10.1016/S0309-1708(96)00050-4
10.1103/PhysRevB.46.9209
10.1007/BF00165784
10.1112/S0025579300010895
10.1007/BF00135857
10.1046/j.1365-2397.1998.00697.x
10.2118/89032-JPT
10.2118/945034-G
10.2118/16972-PA
10.2118/94134-MS
ContentType Journal Article
Copyright Springer Science+Business Media, Inc. 2007
Transport in Porous Media is a copyright of Springer, (2007). All Rights Reserved.
Copyright_xml – notice: Springer Science+Business Media, Inc. 2007
– notice: Transport in Porous Media is a copyright of Springer, (2007). All Rights Reserved.
DBID AAYXX
CITATION
8FE
8FG
ABJCF
AFKRA
BENPR
BGLVJ
CCPQU
D1I
DWQXO
HCIFZ
KB.
L6V
M7S
PDBOC
PHGZM
PHGZT
PKEHL
PQEST
PQGLB
PQQKQ
PQUKI
PRINS
PTHSS
DOI 10.1007/s11242-007-9108-5
DatabaseName CrossRef
ProQuest SciTech Collection
ProQuest Technology Collection
Materials Science & Engineering Collection
ProQuest Central UK/Ireland
ProQuest Central
Technology Collection
ProQuest One Community College
ProQuest Materials Science Collection
ProQuest Central
SciTech Premium Collection
Materials Science Database
ProQuest Engineering Collection
Engineering Database
Materials Science Collection
ProQuest Central Premium
ProQuest One Academic (New)
ProQuest One Academic Middle East (New)
ProQuest One Academic Eastern Edition (DO NOT USE)
ProQuest One Applied & Life Sciences
ProQuest One Academic
ProQuest One Academic UKI Edition
ProQuest Central China
Engineering Collection
DatabaseTitle CrossRef
ProQuest Materials Science Collection
Engineering Database
Technology Collection
ProQuest One Academic Middle East (New)
ProQuest One Academic Eastern Edition
Materials Science Collection
SciTech Premium Collection
ProQuest One Community College
ProQuest Technology Collection
ProQuest SciTech Collection
ProQuest Central China
ProQuest Central
ProQuest One Applied & Life Sciences
ProQuest Engineering Collection
ProQuest One Academic UKI Edition
ProQuest Central Korea
Materials Science & Engineering Collection
Materials Science Database
ProQuest One Academic
ProQuest Central (New)
ProQuest One Academic (New)
Engineering Collection
DatabaseTitleList
ProQuest Materials Science Collection
Database_xml – sequence: 1
  dbid: 8FG
  name: ProQuest Technology Collection
  url: https://search.proquest.com/technologycollection1
  sourceTypes: Aggregation Database
DeliveryMethod fulltext_linktorsrc
Discipline Chemistry
Physics
EISSN 1573-1634
EndPage 22
ExternalDocumentID 10_1007_s11242_007_9108_5
GroupedDBID -5A
-5G
-5~
-BR
-EM
-Y2
-~C
-~X
.86
.DC
.VR
06D
0R~
0VY
123
199
1N0
1SB
2.D
203
28-
29Q
2J2
2JN
2JY
2KG
2KM
2LR
2P1
2VQ
2~H
30V
4.4
406
408
409
40D
40E
5QI
5VS
67M
67Z
6NX
78A
8FE
8FG
8TC
8UJ
95-
95.
95~
96X
AAAVM
AABHQ
AACDK
AAHNG
AAIAL
AAJBT
AAJKR
AANZL
AARHV
AARTL
AASML
AATNV
AATVU
AAUYE
AAWCG
AAYIU
AAYQN
AAYTO
AAYZH
ABAKF
ABBBX
ABBXA
ABDZT
ABECU
ABFTV
ABHLI
ABHQN
ABJCF
ABJNI
ABJOX
ABKCH
ABKTR
ABMNI
ABMQK
ABNWP
ABQBU
ABQSL
ABSXP
ABTEG
ABTHY
ABTKH
ABTMW
ABULA
ABWNU
ABXPI
ACAOD
ACBXY
ACDTI
ACGFS
ACHSB
ACHXU
ACIWK
ACKNC
ACMDZ
ACMLO
ACOKC
ACOMO
ACPIV
ACZOJ
ADHHG
ADHIR
ADIMF
ADINQ
ADKNI
ADKPE
ADRFC
ADTPH
ADURQ
ADYFF
ADZKW
AEBTG
AEFIE
AEFQL
AEGAL
AEGNC
AEJHL
AEJRE
AEKMD
AEMSY
AENEX
AEOHA
AEPYU
AESKC
AETLH
AEVLU
AEXYK
AFBBN
AFEXP
AFGCZ
AFKRA
AFLOW
AFQWF
AFWTZ
AFZKB
AGAYW
AGDGC
AGGDS
AGJBK
AGMZJ
AGQEE
AGQMX
AGWIL
AGWZB
AGYKE
AHAVH
AHBYD
AHSBF
AHYZX
AIAKS
AIGIU
AIIXL
AILAN
AITGF
AJBLW
AJRNO
AJZVZ
ALMA_UNASSIGNED_HOLDINGS
ALWAN
AMKLP
AMXSW
AMYLF
AMYQR
AOCGG
ARMRJ
ASPBG
AVWKF
AXYYD
AYJHY
AZFZN
B-.
BA0
BBWZM
BDATZ
BENPR
BGLVJ
BGNMA
BSONS
CAG
CCPQU
COF
CS3
CSCUP
D1I
DDRTE
DL5
DNIVK
DPUIP
DU5
EBLON
EBS
EIOEI
EJD
ESBYG
FEDTE
FERAY
FFXSO
FIGPU
FINBP
FNLPD
FRRFC
FSGXE
FWDCC
GGCAI
GGRSB
GJIRD
GNWQR
GQ6
GQ7
GQ8
GXS
H13
HCIFZ
HF~
HG5
HG6
HMJXF
HQYDN
HRMNR
HVGLF
HZ~
I09
IHE
IJ-
IKXTQ
ITM
IWAJR
IXC
IZIGR
IZQ
I~X
I~Z
J-C
J0Z
JBSCW
JCJTX
JZLTJ
KB.
KDC
KOV
KOW
L6V
LAK
LLZTM
M4Y
M7S
MA-
N2Q
N9A
NB0
NDZJH
NPVJJ
NQJWS
NU0
O9-
O93
O9G
O9I
O9J
OAM
OVD
P19
P2P
PDBOC
PF-
PT4
PT5
PTHSS
QOK
QOS
R4E
R89
R9I
RHV
RIG
RNI
RNS
ROL
RPX
RSV
RZC
RZE
RZK
S16
S1Z
S26
S27
S28
S3B
SAP
SCK
SCLPG
SDH
SDM
SEV
SHX
SISQX
SJYHP
SNE
SNPRN
SNX
SOHCF
SOJ
SPISZ
SRMVM
SSLCW
STPWE
SZN
T13
T16
TEORI
TSG
TSK
TSV
TUC
U2A
UG4
UOJIU
UTJUX
UZXMN
VC2
VFIZW
W23
W48
W4F
WJK
WK6
WK8
YLTOR
Z45
Z5O
Z7R
Z7S
Z7V
Z7W
Z7X
Z7Y
Z7Z
Z81
Z83
Z86
Z8M
Z8N
Z8P
Z8Q
Z8S
Z8T
Z8U
Z8W
Z8Z
ZMTXR
~02
~EX
AAPKM
AAYXX
ABBRH
ABDBE
ABFSG
ACSTC
ADHKG
AEZWR
AFDZB
AFHIU
AFOHR
AGQPQ
AHPBZ
AHWEU
AIXLP
AMVHM
ATHPR
AYFIA
CITATION
PHGZM
PHGZT
ABRTQ
DWQXO
PKEHL
PQEST
PQGLB
PQQKQ
PQUKI
PRINS
ID FETCH-LOGICAL-c2315-57717577b8ca8fa7e006f40e7c6f23f47715ef4a60c7e4aa72a8c8ed599fa1603
IEDL.DBID U2A
ISSN 0169-3913
IngestDate Fri Jul 25 11:02:11 EDT 2025
Thu Apr 24 23:00:26 EDT 2025
Tue Jul 01 03:58:10 EDT 2025
Fri Feb 21 02:36:20 EST 2025
IsPeerReviewed true
IsScholarly true
Issue 1
Keywords Drainage
Heterogeneity
Wettability
Miscible displacement
Reservoir simulation
Immiscible displacement
Capillary pressure
Imbibition
Quadrant model
Flow mechanisms
Upscaling
Renormalisation
Language English
License http://www.springer.com/tdm
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c2315-57717577b8ca8fa7e006f40e7c6f23f47715ef4a60c7e4aa72a8c8ed599fa1603
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
PQID 2259340733
PQPubID 2043596
PageCount 18
ParticipantIDs proquest_journals_2259340733
crossref_primary_10_1007_s11242_007_9108_5
crossref_citationtrail_10_1007_s11242_007_9108_5
springer_journals_10_1007_s11242_007_9108_5
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 20080100
2008-1-00
20080101
PublicationDateYYYYMMDD 2008-01-01
PublicationDate_xml – month: 1
  year: 2008
  text: 20080100
PublicationDecade 2000
PublicationPlace Dordrecht
PublicationPlace_xml – name: Dordrecht
PublicationTitle Transport in porous media
PublicationTitleAbbrev Transp Porous Med
PublicationYear 2008
Publisher Springer Netherlands
Springer Nature B.V
Publisher_xml – name: Springer Netherlands
– name: Springer Nature B.V
References CR2
Chevalier, Petersen (CR5) 1999; 8
Dawe, Grattoni (CR6) 1998; 16
Shaw, Dawe (CR17) 1987; 2
King (CR8) 1996; 23
Lambeth, Dawe (CR9) 1987; 65
CR13
Caruana, Dawe (CR4) 1996b; 3
Stern (CR18) 2005; 57
Lambeth, Dawe (CR10) 1988; 3
Lu, Bao (CR12) 1992; 46
Yeo, Zimmerman (CR19) 2001; 45
Cardwell, Parsons (CR1) 1945; 160
Laroche, Vizika, Kalaydjian (CR11) 1999; 24
Roti, Dawe (CR15) 1993; 12
Caruana, Dawe (CR3) 1996a; 25
Shaw, Dawe (CR16) 1985; 32
Evans, Dawe (CR7) 1994; 11
Renard, de Marsily (CR14) 1997; 20
R.A. Dawe (9108_CR6) 1998; 16
H. Lu (9108_CR12) 1992; 46
L.R. Chevalier (9108_CR5) 1999; 8
A. Caruana (9108_CR4) 1996b; 3
R.N. Evans (9108_CR7) 1994; 11
I.W. Yeo (9108_CR19) 2001; 45
C. Laroche (9108_CR11) 1999; 24
N. Lambeth (9108_CR10) 1988; 3
P.R. King (9108_CR8) 1996; 23
N. Lambeth (9108_CR9) 1987; 65
D.C. Shaw (9108_CR16) 1985; 32
D. Stern (9108_CR18) 2005; 57
W.T. Cardwell (9108_CR1) 1945; 160
A. Caruana (9108_CR3) 1996a; 25
9108_CR2
Ø Roti (9108_CR15) 1993; 12
9108_CR13
D.C. Shaw (9108_CR17) 1987; 2
P. Renard (9108_CR14) 1997; 20
References_xml – volume: 24
  start-page: 155
  issue: 2–4
  year: 1999
  end-page: 168
  ident: CR11
  article-title: Network modelling as a tool to predict three-phase gas injection in heterogeneous wettability porous media
  publication-title: J. Petrol. Sci. Eng.
  doi: 10.1016/S0920-4105(99)00039-X
– ident: CR2
– volume: 11
  start-page: 113
  year: 1994
  end-page: 121
  ident: CR7
  article-title: The danger of neglecting nodal crossflow in heterogeneous near-wellbore conditions
  publication-title: J. Petrol. Sci. Eng.
  doi: 10.1016/0920-4105(94)90033-7
– ident: CR13
– volume: 45
  start-page: 129
  year: 2001
  end-page: 138
  ident: CR19
  article-title: Accuracy of the renormalization method for computing effective conductivities of heterogeneous media
  publication-title: Transport Porous Med.
  doi: 10.1023/A:1011849804979
– volume: 3
  start-page: 185
  year: 1996b
  end-page: 203
  ident: CR4
  article-title: Effect of heterogeneities on miscible and immiscible flow processes in porous media
  publication-title: Trends Chem. Eng.
– volume: 23
  start-page: 337
  year: 1996
  end-page: 354
  ident: CR8
  article-title: Upscaling permeability: error analysis for renormalization
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00167102
– volume: 8
  start-page: 149
  issue: 1
  year: 1999
  end-page: 167
  ident: CR5
  article-title: Literature review of 2-D laboratory experiments in NAPL flow, transport and remediation
  publication-title: J. Soil Contam.
  doi: 10.1080/10588339991339289
– volume: 12
  start-page: 143
  year: 1993
  end-page: 159
  ident: CR15
  article-title: Modelling fluid flow in crossbedded sections
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00616977
– volume: 20
  start-page: 253
  year: 1997
  end-page: 278
  ident: CR14
  article-title: Calculating equivalent permeability: a review
  publication-title: Adv. Water Resour.
  doi: 10.1016/S0309-1708(96)00050-4
– volume: 46
  start-page: 9209
  year: 1992
  end-page: 9212
  ident: CR12
  article-title: Effective conductivity in a checkerboard geometry at high conductance ratio and high concentration
  publication-title: Phys. Rev. B
  doi: 10.1103/PhysRevB.46.9209
– volume: 65
  start-page: 52
  year: 1987
  end-page: 62
  ident: CR9
  article-title: Viscous effects for miscible displacements in regular heterogeneous porous media
  publication-title: Chem. Eng. Res. Des.
– volume: 2
  start-page: 241
  year: 1987
  end-page: 268
  ident: CR17
  article-title: Averaging methods for numerical simulations of flows through heterogeneous porous media
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00165784
– volume: 160
  start-page: 34
  year: 1945
  end-page: 37
  ident: CR1
  article-title: Averaging permeabilities of heterogeneous oil sands
  publication-title: Trans. AIME
– volume: 32
  start-page: 75
  year: 1985
  end-page: 89
  ident: CR16
  article-title: Perturbation theory for a displacement front passing discontinuities in capillary pressure and permeability in a porous medium
  publication-title: Mathematika
  doi: 10.1112/S0025579300010895
– volume: 25
  start-page: 217
  year: 1996a
  end-page: 233
  ident: CR3
  article-title: Flow behaviour in the presence of wettability heterogeneities
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00135857
– volume: 3
  start-page: 1137
  year: 1988
  end-page: 1142
  ident: CR10
  article-title: Boundary and crossflow behaviour during displacement in nodal systems, SPE Paper 16972
  publication-title: SPE Reservoir Eng.
– volume: 16
  start-page: 371
  year: 1998
  end-page: 386
  ident: CR6
  article-title: The visualisation of the pore-scale physics of hydrocarbon recovery from reservoirs
  publication-title: First Break
  doi: 10.1046/j.1365-2397.1998.00697.x
– volume: 57
  start-page: 74
  issue: 9
  year: 2005
  end-page: 82
  ident: CR18
  article-title: Practical aspects of scaleup of simulation models
  publication-title: J. Petrol. Technol.
– volume: 8
  start-page: 149
  issue: 1
  year: 1999
  ident: 9108_CR5
  publication-title: J. Soil Contam.
  doi: 10.1080/10588339991339289
– volume: 57
  start-page: 74
  issue: 9
  year: 2005
  ident: 9108_CR18
  publication-title: J. Petrol. Technol.
  doi: 10.2118/89032-JPT
– volume: 23
  start-page: 337
  year: 1996
  ident: 9108_CR8
  publication-title: Transport Porous Med.
– volume: 16
  start-page: 371
  year: 1998
  ident: 9108_CR6
  publication-title: First Break
  doi: 10.1046/j.1365-2397.1998.00697.x
– volume: 11
  start-page: 113
  year: 1994
  ident: 9108_CR7
  publication-title: J. Petrol. Sci. Eng.
  doi: 10.1016/0920-4105(94)90033-7
– volume: 160
  start-page: 34
  year: 1945
  ident: 9108_CR1
  publication-title: Trans. AIME
  doi: 10.2118/945034-G
– volume: 12
  start-page: 143
  year: 1993
  ident: 9108_CR15
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00616977
– volume: 32
  start-page: 75
  year: 1985
  ident: 9108_CR16
  publication-title: Mathematika
  doi: 10.1112/S0025579300010895
– volume: 65
  start-page: 52
  year: 1987
  ident: 9108_CR9
  publication-title: Chem. Eng. Res. Des.
– volume: 3
  start-page: 1137
  year: 1988
  ident: 9108_CR10
  publication-title: SPE Reservoir Eng.
  doi: 10.2118/16972-PA
– volume: 25
  start-page: 217
  year: 1996a
  ident: 9108_CR3
  publication-title: Transport Porous Med.
  doi: 10.1007/BF00135857
– volume: 3
  start-page: 185
  year: 1996b
  ident: 9108_CR4
  publication-title: Trends Chem. Eng.
– ident: 9108_CR2
– ident: 9108_CR13
  doi: 10.2118/94134-MS
– volume: 46
  start-page: 9209
  year: 1992
  ident: 9108_CR12
  publication-title: Phys. Rev. B
  doi: 10.1103/PhysRevB.46.9209
– volume: 2
  start-page: 241
  year: 1987
  ident: 9108_CR17
  publication-title: Transport Porous Med.
– volume: 45
  start-page: 129
  year: 2001
  ident: 9108_CR19
  publication-title: Transport Porous Med.
  doi: 10.1023/A:1011849804979
– volume: 20
  start-page: 253
  year: 1997
  ident: 9108_CR14
  publication-title: Adv. Water Resour.
  doi: 10.1016/S0309-1708(96)00050-4
– volume: 24
  start-page: 155
  issue: 2–4
  year: 1999
  ident: 9108_CR11
  publication-title: J. Petrol. Sci. Eng.
  doi: 10.1016/S0920-4105(99)00039-X
SSID ssj0010084
Score 1.8582529
Snippet The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a...
The effect of heterogeneities on miscible and immiscible flood displacements in 2D bead packs in quadrant form, 2 × 2 block heterogeneity, with either a...
SourceID proquest
crossref
springer
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 5
SubjectTerms Capillary pressure
Civil Engineering
Classical and Continuum Physics
Computational fluid dynamics
Computer simulation
Displacement
Earth and Environmental Science
Earth Sciences
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Hydrology/Water Resources
Industrial Chemistry/Chemical Engineering
Mathematical models
Miscibility
Original Paper
Permeability
Pressure effects
Quadrants
Saturation
Viscosity
Wettability
SummonAdditionalLinks – databaseName: ProQuest Central
  dbid: BENPR
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1BSx0xEA5WKe1FqlV81UoOPVlC39skm-QkKk9EUKQoeFuy2QRF3fd091F6628ogj_If-IvcWY361NBL2FDdnPYmWQmM5PvI-RHn-dGBOWY9rDIRRpypnNdMOdtKmXuBgOPF4UPDtO9E7F_Kk9jwK2KZZXdnths1MXIYYz8F-id4QIpBjfH1wxZozC7Gik0PpA52II1HL7mtoeHR7-f8ggIF9-iexvGzYB3ec3m8hyYtoRhqA5MpmbypWWaupuvMqSN4dn9Quajx0i3WhEvkBlfLpJPOx1R2yL52FRxuuor-T98htdPi_OqqbjCLh03OJplRc9LamlC7--guZ7YAmxVTXMwaRcUY7IUJrjyLXj3X2rLgv7xdd31z7B4ZgQ65xsg1od_t5GQpqLg_NJy0uZ_LmlDsIM33ZfIye7weGePRdIF5sDVk0wqOOBBk2tndbDKw7IMou-VS0PCg4Bh6YOwad8pL6xVidVO-0IaEyxyVi-T2XJU-hVCVcEtHwSuvbIiGKt14CB9mRitTFC6R_rdD89cRCRHYozLbIqljDLK8BFllMke2Xj6ZNzCcbz38lonxSyuzCqb6lGP_OwkOx1-c7Jv70-2Sj63lSQYnFkjs_XNxH8Hd6XO16NOPgKdiup2
  priority: 102
  providerName: ProQuest
Title Experimental displacement patterns in a 2 × 2 quadrant block with permeability and wettability heterogeneities—problems for numerical modelling
URI https://link.springer.com/article/10.1007/s11242-007-9108-5
https://www.proquest.com/docview/2259340733
Volume 71
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV3NTtwwEB4VUNVeEIVWbKErH3pqZWk3tmP7uKBdEAhUVawEp8hxbBWVBmiyqrjxECtx5VmWN-FJOs4PC6it1EsSy44PHtsz9sx8H8DHHks199JS5XCR89inVKUqo9aZWIjU9vsuJAofHMa7Y753LI6bPO6ijXZvXZLVTj1PdkNVFNFwtYYqTlGxAEsiHN1xEo-jwYPrICDE14DemjLdZ60r809dPFVGcwvzmVO00jWjFVhujEQyqKX6Bl64fBVebbfcbKvwsgrctMUaTIePIPpJdlpUQVahSC4q6My8IKc5MSSa3d7dzG4jcjkxGSqokqSox76TcBFLsIsfrkbsviImz8gvV5Zt-VuImDnHieYq9NX762nDQlMQtHhJPqmdPmekYtUJ6e1vYTwaHm3v0oZpgVq07wQVEk91-EiVNcob6XAtet5z0sY-Yp5jtXCem7hnpePGyMgoq1wmtPYmEFW_g8X8PHfrQGTGDOt7ppw03GujlGcochFpJbWXqgO9dsgT28CQBzaMs2QOoByklITPIKVEdODTwy8XNQbHvxpvtnJMmuVYJLhpacYDP2UHPreynVf_tbP3_9V6A17X0SThgmYTFsufE_cBTZYy7cKCGu10YWmwc7I_xPfW8PDL1241cX8Df7bsMQ
linkProvider Springer Nature
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3NbtQwEB6VItReEBQQWwr4ABeQxW5sx_YBIVS6bOnPqZV6C45ji4qS3ZKsqt54BoTEW_ASvAlPwkx-uoBEb71YsZzMITP2jOfvA3gyFLmVUXtuAm5ymcacm9wU3AeXKpX70ShQofDefjo5lO-O1NES_OhrYSitsj8Tm4O6mHrykb9AubNCEsTgq9kpJ9Qoiq72EBqtWOyE8zO8slUvt98gf58myXjrYHPCO1QB7tGWUVxpvMHgkBvvTHQ6oNxFOQzapzERUeKyClG6dOh1kM7pxBlvQqGsjY5AmZHuNbguhbC0o8z47UXUgprTt73ELRd2JPooalOqh4o04eQYRAVtuPpbDy6M23_isY2aG9-Cm519yl63AnUblkK5BiubPSzcGtxockZ9dQe-bv2BDsCK46rJ76IpmzVdO8uKHZfMsYT9_I7D6dwVqBlrlqMC_cjIA8yQwKfQtgo_Z64s2Fmo637-gVJ1pijhoWn7-uvLtw7-pmJoarNy3kabTlgD50N19Xfh8EqYcQ-Wy2kZ7gPThXBiFIUJ2slonTFRoKypxBptozYDGPY_PPNd_3OC4TjJFp2biUcZPRKPMjWAZxefzNrmH5e9vNFzMevOgSpbSO0AnvecXSz_l9j65cQew8rkYG83293e33kAq20OC7mFNmC5_jwPD9FQqvNHjXQyeH_V2-E3FFMlbQ
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV3NTtwwEB61VC1cUEupWH596KmVxSa2Y_uIgBWUFvXQlbhFjmMLVAgLyQpx4yGQuPIs8CY8CeP8sG1VKvUSxbLjg8f2TObn-wA-9lmmuZeWKoeHnCc-oypTObXOJEJkNopcKBT-tp_sDPmXA3HQ8pyWXbZ7F5JsahoCSlNRrY9yvz4pfEO1FNPgZkN1p6h4Ca_wNo7Cth7GG09hhIAW34B7a8p0xLqw5t-m-F0xTazNPwKktd4ZvIXZ1mAkG42E38ELV8zB9GbH0zYHr-skTlu-h-vtX-D6SX5U1glXoUlGNYxmUZKjghgS393e39zdxuRsbHJUVhXJUKf9JMEpS3CKE9egd18SU-TkwlVV1z4M2TOnuOlcjcT6cHXdMtKUBK1fUoybANAxqRl2Qqn7PAwH2z82d2jLukAt2nqCCol_ePjIlDXKG-nwXHred9ImPmaeY7dwnpukb6XjxsjYKKtcLrT2JpBWf4Cp4rRwC0BkzgyLPFNOGu61UcozFL-ItZLaS9WDfrfkqW0hyQMzxnE6AVMOUkrDa5BSKnrw6emTUYPH8a_By50c0_ZolileYJrxwFXZg8-dbCfdz062-F-j1-DN961B-nV3f28JZpokk-C3WYap6nzsVtCSqbLVerc-AsPO70w
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Experimental+displacement+patterns+in+a+2%C2%A0%C3%97%C2%A02+quadrant+block+with+permeability+and+wettability+heterogeneities%E2%80%94problems+for+numerical+modelling&rft.jtitle=Transport+in+porous+media&rft.au=Dawe%2C+Richard+A.&rft.au=Grattoni%2C+Carlos+A.&rft.date=2008-01-01&rft.issn=0169-3913&rft.eissn=1573-1634&rft.volume=71&rft.issue=1&rft.spage=5&rft.epage=22&rft_id=info:doi/10.1007%2Fs11242-007-9108-5&rft.externalDBID=n%2Fa&rft.externalDocID=10_1007_s11242_007_9108_5
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0169-3913&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0169-3913&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0169-3913&client=summon