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College Station June, 2002 Texas A&M University esign and History Matching of Waterflood/Miscible C Flood Model of a Mature Field: The Wellman Unit, West Texas Chair of Advisory Committee: Dr. David Schechter Committee Members: Dr. Duane McVay and Dr. Luc Ikelle by Jose Rojas Master of Science Candidate

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Page 1: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Design and History Matching of Waterflood/Miscible CO2

Flood Model of a Mature Field: The Wellman Unit, West Texas

Chair of Advisory Committee: Dr. David SchechterCommittee Members: Dr. Duane McVay and Dr. Luc Ikelle

byJose Rojas

Master of Science Candidate

Page 2: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Content

• Research Objectives• Review of Geology• Historical Reservoir Performance• OOIP and Water Influx (Material Balance)• Simulation Model • Model Calibration – History Matching• Results: Primary Depletion

Waterflooding CO2 Injection • Conclusions and Recommendations

Page 3: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Objectives

Revise and integrate data from the reservoir description todevelop a full field, three-dimensional black oil simulationmodel to reproduce via history matching, the historical performance of the reservoir under primary, secondary and tertiary stages of depletion

Secondly, develop a calibrated model that can be used to evaluate, design and plan future reservoir management decisions.

Page 4: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Wellman Field

Midland

Horseshoe Atoll

Review Of Geology

Location

•Terry county, TX, along the Horseshoe Atoll reef complex that developed in North Midland during Pennsylvanian and early Permian time

Page 5: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Review Of Geology

Field is considered geologically unique, because it comprises twotypes of reef construction

Pennsylvanian Cisco Reef Permian Wolfcamp Reef

• Built in deep clear water• Large mound shape structure• Strong depositional dip• Water bearing

• Built in shallow muddy(turbid) water• Encroaching shales at the flank• Smaller cone-shape structure• Oil bearing

Page 6: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

• Wolfcamp deposited on top of the prominent Cisco Reef• Curved layers at the bottom, more horizontal in upper structure

Review Of Geology

Reef on Reef Depositional Model

• Structural Northeast – southwest cross section reveals the cone shaped structure

Top of Wolfcamp

Spraberry Sand

Page 7: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Review Of Geology

Structural Setting

• Oval shaped covering a productive area of 2100 acres

• Two local highs (dual, cone-shaped anticlinal structure)

Isopach Structure Map

Lithology

• Secondary Porosity to diagenesis- Intercrystalline- Vugular- Natural Fractures

• Carbonate reservoir (skeletal marine organisms)

NNN

Page 8: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Historical Reservoir Performance

Primary Depletion (1950 – 1979)

1) 1950-53 oil rate peaked 6 MSTBD

2) 1954 allowable restrictions oil rate reduced to 3, then 1.7 MSTBD

3) 1966 oil rate peaked 8 MSTBD

4) 1976-79 produced below Pb until reached minimum 1,050 psig

Pb at 1,248 PSI

1

2

3

4

5) 1976-79 GOR did not increase secondary gas cap formed. H2O cut: from 10 to 25%

5

Cum. Oil: 41.8 MMSTBRF: 34.6%

Page 9: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Waterflooding (1979 – 1983)

Cum. Oil: 23.9 MMSTB

Sec. RF: 19.5%

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

H2O Inj

OWOC

1979 - four flank H2O injectors re-pressurize (MMP), re-dissolve part of the gas, displace oil upward

Waterflooding

• Pressure increased from 1,050 to 1,600 psig prior CO2 (1983) • Oil rate increased to 9 MSTBD

• Water cut from 25 to 40% GOR aprox. constant

• Water cut controlled by plug downs.

Historical Reservoir Performance

Page 10: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

1983-89 - Three crestal injectors to displace oil downward and reduce Sor

CO2 Injection (1983 – 1995)

• 1984-89, CO2 Inj. From 5 to 15 MMCFD.

• 1985, break water cut from 40 to 85%. (ESP’s, leaks, corrosion)

• GOR peaked to 3000 SCF/STB (mostly CO2)

• Pressure from 1600 to 2,300 peaked at 2,500 psig in 1994.

PrimaryDepletion

CO2

Injection

Waterflooding

Cum. Oil: 6.3 MMSTB

Ter. RF: 5.4%

Historical Reservoir Performance

Page 11: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Chronological Stages of Depletion

Page 12: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

OOIP and Water Influx Material Balance

Straight line Material Balance for Reservoir Without Gas Cap, m=0

0

10

20

30

40

50

60

0 0.05 0.1 0.15 0.2

Delta Bt, Rb/stb

Qp

, MM

ST

B

Qp Vs Delta Bt

Straight line Material Balance for Reservoir Without Gas Cap, m=0

0

10

20

30

40

50

60

0 0.05 0.1 0.15 0.2

Delta Bt, Rb/stb

Qp

, MM

ST

B

Qp Vs Delta Bt

N

Expected

Real

Straight line Material Balance for Reservoir Without Gas Cap, m=0

0

10

20

30

40

50

60

0 0.05 0.1 0.15 0.2

Delta Bt, Rb/stb

Qp

, MM

ST

B

Qp Vs Delta Bt

Straight line Material Balance for Reservoir Without Gas Cap, m=0

0

10

20

30

40

50

60

0 0.05 0.1 0.15 0.2

Delta Bt, Rb/stb

Qp

, MM

ST

B

Qp Vs Delta Bt

N

Expected

Real

• Lack of linearity

• Not Volumetric

• Most likely producing under influence of an aquifer

• Validate existence and influence of external energy (aquifer)• Use performance data and fluid properties prior waterflooding

Havlena and Odeh

Page 13: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

• Estimate and validate previous OOIP assessments

• Estimate water influx rate prior waterflooding

OOIP and Water Influx Material Balance

Hurst and Van Everdigen

Results

• OOIP (N) aprox 125 MMSTB• We10: approximately 8.0 MMRB

Final Aquifer Properties

H, Feet 68

K, md 25

, Fraction 0.9

Ro/Re 2

Ro, Feet 3000

Angle (f=1) 360

Page 14: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Simulation Model

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

Grid System

• Use of flexible grids: corner point, non - orthogonal geometry.

• K, direction subdivided in 23 layers based on porosity correlations (geological description)

• 27 x 27 gridblocks I,J direction

Full field, 3-D black oil simulation“Imex” – CMG

• Total 16,767 gridblocks

Page 15: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Simulation Model

3D – Structure Development

Page 16: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Simulation Model Input Data

Production data

• Over 45 years of monthly cumulative oil, gas and water production from 47 wells was converted into daily rate schedules for simulation

• Model initially constrained by oil rates and water/CO2 injection rates

Pressure data

• Pressure measurements reveal good communication within the reservoir• Use of BHP corrected and averaged to a common mid-perforation• Static BHP seemed to be representative of the average reservoir pressure

0

500

1,000

1,500

2,000

2,500

3,000

3,500

4,000

4,500

A-49 M-53 J-57 A-61 S-65 O-69 D-73 J-78 F-82 M-86 M-90 J-94

Time, years

Bo

tto

m H

ole

Pre

ssu

re

(BH

P),

P

si

Unit 1-1 Unit 2-1 Unit 2-3 Unit 3-3 Unit 4-1 Unit 4-2

Unit 4-3 Unit 4-4 Unit 4-5 Un it 4-6 Unit 4-7 Unit 5-1

Unit 5-2 Unit 5-3 Unit 5-4 Unit 5-5 Unit 6-1 Unit 6-2

Unit 7-1 Unit 7-2 Unit 8-3 Unit 8-5 Unit 8-6 Unit 8-7A

Individual Static Bottom Hole Pressure

Page 17: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

• Use of isopach maps resulted from geological and petrophysical study in 1994

• Geological and stratigraphic correlation (Core vs Log data)• Quantify major rock properties• Lateral and areal continuity

Isopach Maps

• 60 geological contoured maps from gross thickness, porosity and NTGR were digitized

• Interpolation between contour allows model to be populated

Gross Thickness Porosity Net to Gross Ratio

Simulation Model Input Data

Page 18: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Permeability

• Use previous estimates from correlations between open-hole logs and core measurements

K = 10^(0.167 * Core porosity – 0.537)

Simulation Model Input Data

Swc, aprox 20% for Ф = 8.5%Swc, aprox 20% for Ф = 8.5%

Page 19: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Simulation Model Input Data

Fluid Properties

• Use PVT properties contained in previous lab and reservoir studies

• Bubble point: 1248 – 1300 psig• Rs, 400-500 SCF/STB• Oil Gravity, 43 API• OFVF, 1.30 RB/STB• Oil Viscosity, 0.4 cp• Black oil fluid type

Relative Permeability

• Special core analysis for core well No. 7-6 included measurements on only two samples with a low non-representative permeability

• Use functions derived from Honarpour’s correlation (past studies)

Initial Oil - Water Relative Permeability

00.10.2

0.30.40.50.60.7

0.80.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

Water saturation (Sw),fraction

Rela

tive

Perm

eabi

lity,

frac

tion

Krow

Krw

Initial Gas - Oil Relative Permeability

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

Gas saturation (Sg) fractionR

elat

ive

Per

mea

bili

ty, f

ract

ion Krg

Krog

Initial Oil-Water and Gas Relative Permeability

Page 20: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Simulation Model Input Data

Capillary Pressure Data

• Only 4 samples, K > 1 md (Special core analysis)

Leverett's- J Function Vs. Water Saturation

0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

0 10 20 30 40 50 60 70 80 90 100

Water saturation (Sw), percentage

J-

Fu

ncti

on

CC-76 H, K=18 md CC-77 H,K=161 md

CC-79 H,K= 9.07 md CC-86 H,K= 18 md

• Shape suggests lack of capillary transition zone

• Data normalized by Leverett J-function

• Good vertical communication capillary effect “not significant”

Page 21: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Model Calibration – History Matching

Objective: Validate the model adjusting the reservoir description until dynamic model match the historical production and pressures

• Weight and rank properties by level of uncertainty (quality, source, amount, availability of data)

Historical Responses to be Matched

• Fieldwide average reservoir pressure• Fieldwide production rates• Fieldwide GOR and Water cut• Arrival times• Individual responses (lesser degree)

Reservoir and Aquifer Parameters Level of Uncertainty

Aquifer Transmissibility, kh 9

Aquifer Storage, Φhct 9

Reservoir Transmissibility, kh 9

Reservoir permeability distribution, k 7

Chronological well completions 7

Oil-water and gas relative permeability, kr 6

Reservoir oil and gas properties 5

Mixing parameters 5

Capillary pressure functions, pc 4

Reservoir porosity and thickness 3

Structural definitions 3

Rock compressibility 2

Water– Oil – Contacts 2

Tuning uncertain propertiesinfluencing the solution

Sensitivity analysis simulation runs

Via

Page 22: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

• No aquifer modeled • Poor pressure response

First simulation runs

• Need of external energy “recognized”

Page 23: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

• Carter and Tracy “Analytic”

• MB case too strong (top)

• Aquifer size (Ф,h), trans. (K,h)

• Reference datum adjusted

• Influx 20% greater, best case

• Fetkovich, “Analytical Aquifer”

• First years not matched

• Radius ratio, K and Ф

Preliminary runs Aquifer Calibration

Page 24: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

Preliminary runs

• Water arrival time and cumulative did not match• Highest corresponds to MB• Poorest corresponds “no aquifer”

• Poorest corresponds “no aquifer”• Best pressure match “sharp gas increase”

• Secondary gas cap formed

Need for improvement was recognized !

Page 25: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

Most Uncertain Parameters influencing Production of Fluids

Model Calibration

Vertical TransmissibilityAquifer/reservoir• vertical arrays

Aquifer Properties• , h,k

Relative PermeabilityFunctions

• end points, shape, crit. sat

Re-interpretationCompletion intervals

• Plug-downs• GOR, water cut

cutoff

“K.H” TermProd / Inj Index

Uniform Mod.Fluid PVT

Local Absolute (K)Lesser degree

Page 26: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

Diagnosis

Page 27: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Results: Primary Depletion

Final Results

Page 28: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Case OOIP (STB) Thesis

OOIP Ref. 2

OOIP Ref. 5

R.F (%)

Thesis

R.F (%)

Ref.2

OWOC Increase

(FT) Thesis

OWOC Increase

(FT) Ref.2

March_19_29 122.6 126 121.5 34.6 33.2 208 220

Testeardat 122.6 126 121.5 34.6 33.2 208 220

Jose_6 122.6 126 121.5 30.8 33.2 208 220

March_19_8 121.3 126 121.5 34.6 33.2 208 220

March_19_35 122.0 126 121.5 34.6 33.2 208 220

Results: Primary DepletionFinal Results

Page 29: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: Waterflooding

H2O Inj

OWOC

H2O Inj

OWOC

• 4 producers converted to water injectors (1979)

• Injection below and above OWOC @ - 6,680 ft

• Located at the flank forming a perimeter belt

• Model primarily constrained by historical injection rate schedule

Injector Location

Page 30: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: Waterflooding

Initial runs

• Green, one of the best cases from primary depletion match

• Blue, same with water injectors

• Pressure continued declining

• Adjustment “KH” term of the injectivity index to match constraint • Injection rate and volumes matched

Adjustment

• In spite of injecting the correct volume of water reservoir pressure continued declining

• Water and gas exceeded historical data (H2O: 47%)

Fluid production needsto be controlled !

Most Uncertain Parameters influencing Production of Fluids

Model Calibration

Vertical TransmissibilityAquifer/reservoir• vertical arrays

Aquifer Properties• , h,k

Relative PermeabilityFunctions

• end points, shape, crit. sat

Re-interpretationCompletion intervals

• Plug-downs• GOR, water cut

cutoff

“K.H” TermProd / Inj Index

Uniform Mod.Fluid PVT

Local Absolute (K)Lesser degree

Page 31: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Diagnosis

Results: Waterflooding

Model Pressure MapVoidage Replacement Ratio

Page 32: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Model Calibration for Final Pressure Match

Results: Waterflooding

Numerical aquifer

Page 33: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Results: Waterflooding

Model fluid match

Page 34: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: Waterflooding

WOC Movement

(a)

(b)

(c)

1950

1979

1983

208 ft

210 ft

Page 35: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

H2O Inj

CO2 Inj

OWOC

Miscible Displacement

• Modification of the black oil sim.

• Pseudo-miscible option with no chase gas

• Based on the “Todd and Long- staff” theory

Highlights

• Modifies physical properties and flow characteristics of the miscible fluids

• Requires definition of new param.

• CO2 PVT prop., MMP, ωo(P)

Page 36: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

Initial runs

• Abnormal increase in reservoir pressure • VRR greater than 1, correlates with sharp pressure increase• VRR decreased (1992) correlating with decrease in pressure

What is happening ?

Page 37: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

Water Rate Solvent Rate

• Model is not able to reproduce rapid water rate increase (1986) • In 1986, insufficient water and solvent production results in a dramatic increase in reservoir pressure

Initial runs

Page 38: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Most Uncertain Parameters influencing Production of Fluids

Model Calibration

Vertical TransmissibilityAquifer/reservoir• vertical arrays

• local refinements• Kv / Kh > 1

Aquifer Properties• , h,k

Relative PermeabilityFunctions

• end points, shape, crit. Sat• New set for middle reef

Account for ESP’s

Re-interpretationCompletion intervals

• Plug-downs• Include wells high

on the struct.

“K.H” TermProd / Inj Index

Uniform Mod.Fluid PVT

Local Absolute (K)Lesser degree

Results: CO2 Injection

Negative SkinStimulations - Acidizing

Kv areal distribution 2nd Relative permeability region

Page 39: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Diagnosis / adjustmentsResults: CO2 Injection

• Identification of abnormal individual performance

• Fluid saturation distribution

• Adjustment completion intervals

Page 40: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

• Good pressure match “primary”. Lost during waterflooding, poor at CO2 Inj.

• Excess of H20 (waterflooding)

• Overall insufficient water and solvent production (tertiary), causing over- pressurization.

• Unsuccessful match after extensive model calibration

• Matching fluid production more accurately is required!

Sensitivity runs

Page 41: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

Final match

• Daily oil rate primary constraint expanded to daily total liquid rate (oil + water)

• Match is preserved (primary, H2O Inj.)

• Water and H2O breakthrough matched

• Oil match sacrificed to match pressure

Page 42: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M UniversityResults: CO2 Injection

Final match

Page 43: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Bottom Water Drive

Original Reservoir Conditions

Bottom Water Drive

Original Reservoir Conditions

Sec. GasCap

Prod Prod

Bottom Water Drive

Before Waterflooding (1979)

Prod Prod

WIW WIW

Bottom Water Drive

Waterflooding (Before CO 2 Flood),1983

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

CO2 ICO2 I

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

WIWWIW

Prod Prod

Waterflood and CO2 Injection (1995)

Bottom Water Drive

Chronological Stages of Depletion

Page 44: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

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Texas A&M University

Page 45: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Conclusions

1. Original fluids in place (according to simulation): Oil: 127.1 MMSTB Water: 139.0 MMSTB Gas: 54.3 BSCF Model OOIP, proved to be in close agreement not only with past

estimations but also with the analytical solution of the material balance technique previously presented.

2. Cumulative water influx (8 MSTB) was estimated from application of the material balance theory and correlates quite well with water influx obtained in the “best case” being 8.5 MMSTB (first 10 years).

3. The natural aquifer greatly influenced production of fluids and consequentially, the predicted average reservoir pressure.

4. The initial set of aquifer parameters was derived analytically by the Hurst and Van Everdigen theory and finally tuned by sensitivity analysis

Page 46: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University

5. The Carter and Tracy (analytic) method resulted as the best alternative to model the Cisco aquifer over the Fetkovich (analytic) and the numerical aquifer method.

Conclusions Cont….

6. The Cisco aquifer provided energy and supplied water that encroached uniformly advancing the WOC 208 ft (prior to waterflooding) and an

additional 210 feet (prior to CO2 injection) being in excellent agreement with field observations.

7. The use of a flexible grid system, honored the characteristic structureof the cone-shaped double anticline. The distorted grid blocks

allowed a good representation of Wellman Unit geological features.

8. Historical water production and breakthrough times were identified as one of the most difficult parameters to match and one that greatly

influenced the behavior of the predicted reservoir pressure response.

Page 47: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Conclusions Cont….

• A complete pressure match was achieved through primary depletion, waterflooding and CO2 injection, however the match on liquid production was compromised in order to tune the final pressure match.

• The results of this work provide the foundation for future research into this hydraulically complicated reservoir

Page 48: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

College Station June, 2002

Texas A&M University Recommendations for Future Work….

• More research is recommended on the geology of the field with the aim of simplifying the total number of gridblocks, specifically the number of layers (23) by the use of some of the upscaling methods in the literature.

• Consider the use of pseudo-functions during simplification of the existing model to increase the accuracy when modeling the production of fluids.

• Place additional effort to update the current model by incorporating production and injection data from 1995 to the present time, thereby it can be used to assist future reservoir management decisions.

Page 49: College StationJune, 2002 Texas A&M University Design and History Matching of Waterflood/Miscible CO 2 Flood Model of a Mature Field: The Wellman Unit,

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Texas A&M University