Waterflooding seminar ()

123
Waterflooding Presentation – April Waterflooding Presentation – April 11, 2002 11, 2002 WATERFLOODING WATERFLOODING Hycal - Weatherford Hycal - Weatherford April 2005 April 2005

Transcript of Waterflooding seminar ()

Page 1: Waterflooding seminar ()

Waterflooding Presentation – April 11, 2002Waterflooding Presentation – April 11, 2002

WATERFLOODINGWATERFLOODING

Hycal - WeatherfordHycal - WeatherfordApril 2005April 2005

Page 2: Waterflooding seminar ()

Presentation SummaryPresentation Summary Why does (and doesn’t) waterflooding Why does (and doesn’t) waterflooding

work in various reservoir situationswork in various reservoir situations What are the optimum conditions for What are the optimum conditions for

waterfloodingwaterflooding What are some common problems What are some common problems

associated with waterfloodingassociated with waterflooding What are some novel applications for What are some novel applications for

waterflooding?waterflooding? Summary and conclusionsSummary and conclusions

Page 3: Waterflooding seminar ()

Why Does the Basic Treatise of Why Does the Basic Treatise of Waterflooding ‘Work’ as a Cost Waterflooding ‘Work’ as a Cost

Effective Recovery Method?Effective Recovery Method?Compare to unsupported (non water Compare to unsupported (non water

injection/influx supported) primary oil injection/influx supported) primary oil production to understand thisproduction to understand this

Page 4: Waterflooding seminar ()

Primary Oil Production MethodsPrimary Oil Production Methods

Oil Compression Drive (0.1-2% Oil Compression Drive (0.1-2% OOIP)OOIP)

Compaction Drive (0.1 – 2% Compaction Drive (0.1 – 2% OOIP)OOIP)

Solution gas drive (1-10% OOIP)Solution gas drive (1-10% OOIP)Gascap drive (1-20% OOIP)Gascap drive (1-20% OOIP)

Page 5: Waterflooding seminar ()

Solution Gas and Gascap Drives Solution Gas and Gascap Drives Have Limited Recovery Generally Have Limited Recovery Generally

Due to Adverse Viscosity and Due to Adverse Viscosity and Mobility EffectsMobility Effects

Page 6: Waterflooding seminar ()

Waterflooding is Often Much Waterflooding is Often Much More Effective Than Gasflooding More Effective Than Gasflooding

Due to Due to Much better viscosity ratio results in better Much better viscosity ratio results in better

conformance and reduced coningconformance and reduced coningLower density contrast minimizing gravity Lower density contrast minimizing gravity

segregation in horizontal drive situationssegregation in horizontal drive situationsMaintenance of driving pressure gradient Maintenance of driving pressure gradient

in reservoirin reservoirPrevention of formation of critical or free Prevention of formation of critical or free

gas saturations which reduce relative gas saturations which reduce relative permeability to oilpermeability to oil

Page 7: Waterflooding seminar ()

Waterflood RecoveryWaterflood RecoveryDepends strongly on a number of factors Depends strongly on a number of factors

to be discussedto be discussedCan be as high as 60% of the OOIP in Can be as high as 60% of the OOIP in

place in some favorable situationsplace in some favorable situationsMay be much lower in other casesMay be much lower in other casesThere are generally optimum reservoir There are generally optimum reservoir

types, conditions and implementation types, conditions and implementation strategies for waterflooding to maximize strategies for waterflooding to maximize potential oil recoverypotential oil recovery

Page 8: Waterflooding seminar ()

TYPES OF TYPES OF WATERFLOOD WATERFLOOD OPERATIONSOPERATIONS

Page 9: Waterflooding seminar ()

Natural WaterfloodingNatural Waterflooding

Page 10: Waterflooding seminar ()

Infinite Aquifer Type WaterfloodInfinite Aquifer Type Waterflood

1 m31 m3OutOut

1 m31 m3InIn

Page 11: Waterflooding seminar ()

Limited Aquifer Type WaterfloodLimited Aquifer Type Waterflood

1 m31 m3OutOut

0.5 m30.5 m3InIn

Page 12: Waterflooding seminar ()

Passive Aquifer Type WaterfloodPassive Aquifer Type Waterflood

1 m31 m3OutOut

0 m30 m3InIn

Page 13: Waterflooding seminar ()

Modes of Natural WaterfloodsModes of Natural Waterfloods

Vertical drive (most effective)Vertical drive (most effective)Edge or horizontal drive (less Edge or horizontal drive (less

effective)effective)

Page 14: Waterflooding seminar ()

Vertical Flood (Common in Reef Vertical Flood (Common in Reef Structures, thick vertical pay sections)Structures, thick vertical pay sections)

Page 15: Waterflooding seminar ()

Edge Flood – Common in Thin Edge Flood – Common in Thin Pay Zones with Little Vertical Pay Zones with Little Vertical

ReliefRelief

Page 16: Waterflooding seminar ()

‘‘Induced’ WaterfloodsInduced’ Waterfloods

Page 17: Waterflooding seminar ()

Induced WaterfloodsInduced Waterfloods In cases where good voidage replacement In cases where good voidage replacement

by natural aquifer support is not present by natural aquifer support is not present waterflooding is often conducted by waterflooding is often conducted by injection of surface, produced or other injection of surface, produced or other water into the formation of interest to water into the formation of interest to simulate various types of natural water simulate various types of natural water drivedrive

Page 18: Waterflooding seminar ()

Common Induced Waterflood Common Induced Waterflood TypesTypes

Edge drive (updip)Edge drive (updip)Bottom drive (gravity stabilized)Bottom drive (gravity stabilized)Line DriveLine DriveAdvancing line driveAdvancing line driveStaggered line driveStaggered line drivePatternPatternReservoir dictatedReservoir dictated

Page 19: Waterflooding seminar ()

Updip Edge DriveUpdip Edge Drive

Page 20: Waterflooding seminar ()

Vertically Stable Bottom DriveVertically Stable Bottom Drive

Page 21: Waterflooding seminar ()

Line DriveLine Drive

Page 22: Waterflooding seminar ()

Advancing Line DriveAdvancing Line Drive

Page 23: Waterflooding seminar ()

Staggered Line DriveStaggered Line Drive

Page 24: Waterflooding seminar ()

Pattern Flooding – 5 SpotPattern Flooding – 5 Spot

Page 25: Waterflooding seminar ()

Pattern Flooding – 7 SpotPattern Flooding – 7 Spot

Page 26: Waterflooding seminar ()

Pattern Flooding – 9 SpotPattern Flooding – 9 Spot

Page 27: Waterflooding seminar ()

Reservoir Controlled OrientationReservoir Controlled Orientation

100 200 300 400 500 600 700 800

0

5

10

15

20

Page 28: Waterflooding seminar ()

Waterflooding Presentation – April 11, 2002Waterflooding Presentation – April 11, 2002

Factors Impacting Factors Impacting the Displacement the Displacement Effectiveness of a Effectiveness of a

WaterfloodWaterflood

Page 29: Waterflooding seminar ()

MACROSCALE EFFECTSMACROSCALE EFFECTSHeterogeneityHeterogeneityPermeability contrastsPermeability contrastsReservoir continuityReservoir continuityFaults and fracturesFaults and fracturesDirectional permeability trendsDirectional permeability trends

Page 30: Waterflooding seminar ()

MICROSCALE EFFECTSMICROSCALE EFFECTSPore size distribution and geometryPore size distribution and geometryCapillary pressureCapillary pressureWettabilityWettabilityRelative permeability characterRelative permeability characterAdvance rateAdvance rateInjection fluid induced damageInjection fluid induced damage

Page 31: Waterflooding seminar ()

MACROSCALE MACROSCALE ISSUESISSUES

Page 32: Waterflooding seminar ()

Reservoir HeterogeneityReservoir Heterogeneity

Page 33: Waterflooding seminar ()

Reservoir HeterogeneityReservoir Heterogeneity

Page 34: Waterflooding seminar ()

Permeability ContrastsPermeability Contrasts

Page 35: Waterflooding seminar ()

Reservoir ContinuityReservoir Continuity

Page 36: Waterflooding seminar ()

Reservoir ContinuityReservoir Continuity

Page 37: Waterflooding seminar ()

Natural FracturesNatural Fractures

Page 38: Waterflooding seminar ()

Natural Fractures Parallel to the Natural Fractures Parallel to the Line of FlowLine of Flow

Page 39: Waterflooding seminar ()

Natural Fractures Perpendicular Natural Fractures Perpendicular to the Line of Flowto the Line of Flow

Page 40: Waterflooding seminar ()

Natural Fractures Perpendicular Natural Fractures Perpendicular to the Line of Flowto the Line of Flow

Page 41: Waterflooding seminar ()

Directional Permeability Trends Directional Permeability Trends Can Give Similar PerformanceCan Give Similar Performance

Page 42: Waterflooding seminar ()

Presence of Sealing FaultsPresence of Sealing Faults

Page 43: Waterflooding seminar ()

Waterflooding Presentation – April 11, 2002Waterflooding Presentation – April 11, 2002

Microscale IssuesMicroscale IssuesPrimarily Dominated by Wettability Primarily Dominated by Wettability

EffectsEffects

Page 44: Waterflooding seminar ()

What is Wettability?What is Wettability?Preferential Attraction of a fluid to a solid Preferential Attraction of a fluid to a solid

surface in the presence of one or more surface in the presence of one or more other immiscible fluidsother immiscible fluids

Page 45: Waterflooding seminar ()

Wettability TypesWettability TypesWater WetWater WetOil WetOil WetNeutral WetNeutral WetMixed WetMixed WetSpotted WetSpotted Wet

Page 46: Waterflooding seminar ()

Impact of Wettability on Relative Impact of Wettability on Relative Permeability to Water and OilPermeability to Water and Oil

Page 47: Waterflooding seminar ()

Impact of Wettability on Relative Impact of Wettability on Relative Permeability to Water and OilPermeability to Water and Oil

Page 48: Waterflooding seminar ()

Relative PermeabilityRelative Permeability

Water Saturation - Fraction

Rel

ativ

e P

erm

eabi

lity

- Fra

ctio

n

Swi 10%Crossover 22% SwKrw = 0.88

Swi approx 25%Crossover approx 68% Krw = 0.08

Page 49: Waterflooding seminar ()

Typical Relative Typical Relative Permeability Curve Permeability Curve

Configurations for Other Configurations for Other Wettability TypesWettability Types

Page 50: Waterflooding seminar ()

Neutral Wet FormationsNeutral Wet Formations

Swi 10-20%Crossover around 50%Krw = 0.45

Page 51: Waterflooding seminar ()

Mixed WettabilityMixed WettabilityA fairly common wettability type in which A fairly common wettability type in which

tight microporosity is water saturated and tight microporosity is water saturated and water wet, while oil saturated macropores water wet, while oil saturated macropores are oil wetare oil wet

Page 52: Waterflooding seminar ()

Typical Mixed Wettability Typical Mixed Wettability Relative Permeability CurvesRelative Permeability Curves

Swi = 40%Crossover approx 55%Krw = 0.70

Page 53: Waterflooding seminar ()

Spotted/Dalmatian WettabilitySpotted/Dalmatian WettabilitySwi = 22%Crossover = 59%Krw = 0.28

Page 54: Waterflooding seminar ()

General Impact of Wettability on General Impact of Wettability on Rel PermRel Perm

FactorFactor WaterWaterWetWet

Oil WetOil Wet Neutral Neutral WetWet

Mixed WetMixed Wet

SwiSwi >15%>15% <15%<15% 10-20%10-20% >15%>15%

CrossoverCrossoverPointPoint

> 50% Sw> 50% Sw < 50% Sw< 50% Sw Approx Approx 50% Sw50% Sw

< 50% Sw< 50% Sw

Krw at SorKrw at Sor <0.2<0.2 >0.5>0.5 0.2-0.50.2-0.5 >0.5>0.5

Swi as Swi as F(Perm)F(Perm)

StrongStrong NoneNone WeakWeak StrongStrong

SorwSorw >20%>20% >20%>20% <25%<25% <25%<25%

Page 55: Waterflooding seminar ()

Specific Impact of Specific Impact of Wettability on Wettability on

Waterflood Waterflood PerformancePerformance

Page 56: Waterflooding seminar ()

Concept of ‘Mobility Ratio’Concept of ‘Mobility Ratio’

M = x Krw

w x K roMobility Ratio

Viscosity ofDisplaced Phase

Rel Perm ofDisplacingPhase

Viscosity ofDisplacing Phase

Rel Perm ofDisplacedPhase

Page 57: Waterflooding seminar ()

Favorable vs. Unfavorable Favorable vs. Unfavorable Mobility RatioMobility Ratio

Page 58: Waterflooding seminar ()

Factors Improving MobilityFactors Improving Mobility

M = x Krw

w x K ro

Low Oil Visc Low Krw / Krg

High Displacing Phase Visc

High Kro

Page 59: Waterflooding seminar ()

Example – Waterflood in a Example – Waterflood in a Favorable Mobility System Favorable Mobility System

(M=0.5)(M=0.5)

Page 60: Waterflooding seminar ()

Example – Waterflood in a Example – Waterflood in a Unfavorable Mobility System Unfavorable Mobility System

(M=20)(M=20)

Page 61: Waterflooding seminar ()

Wettability and Mobility Wettability and Mobility EffectsEffects

Since relative permeability endpoint values Since relative permeability endpoint values are strongly impacted by Wettability, oil vs. are strongly impacted by Wettability, oil vs. water wet systems may have order of water wet systems may have order of magnitude difference in water-oil mobility magnitude difference in water-oil mobility ratioratio

Can substantially impact the economics of Can substantially impact the economics of a natural or induced water drive processa natural or induced water drive process

Page 62: Waterflooding seminar ()

Residual Oil Saturations in Residual Oil Saturations in WaterfloodsWaterfloods

BREAKTHROUGH BREAKTHROUGH SorSorECONOMICECONOMIC Sor SorULTIMATEULTIMATE Sor Sor

Page 63: Waterflooding seminar ()

Breakthrough SorBreakthrough SorRefers to residual oil saturation in the Refers to residual oil saturation in the

swept pattern at the time of swept pattern at the time of firstfirst water water productionproduction

INJ PROD

Page 64: Waterflooding seminar ()

Economic SorEconomic SorRefers to residual oil saturation in the Refers to residual oil saturation in the

swept pattern at the time of swept pattern at the time of Maximum Maximum EconomicEconomic water cut water cut

INJ PROD

Page 65: Waterflooding seminar ()

Ultimate (True) SorUltimate (True) SorRefers to residual oil saturation in the Refers to residual oil saturation in the

swept pattern if a near swept pattern if a near Infinite Infinite volume of volume of water were displaced to near zero oil cutwater were displaced to near zero oil cut

INJ PROD

Page 66: Waterflooding seminar ()

Lab Measurements of SorLab Measurements of SorLab measurements of Sor generally give a Lab measurements of Sor generally give a

reasonable approximation of the reasonable approximation of the ULTIMATE Sor since usually a very large ULTIMATE Sor since usually a very large number of pore volumes of displacement number of pore volumes of displacement are conducted (10-100 typical)are conducted (10-100 typical)

Page 67: Waterflooding seminar ()

Waterflooding in Differing Waterflooding in Differing Wettability ReservoirsWettability Reservoirs

Cumulative Pore Volumes of Injection

Per

cent

Rec

over

y O

OIP Breakthrough Sor

Economic Sor

Ultimate Sor

Page 68: Waterflooding seminar ()

Waterflooding in Differing Waterflooding in Differing Wettability ReservoirsWettability Reservoirs

Cumulative Pore Volumes of Injection

Per

cent

Rec

over

y O

OIP

Page 69: Waterflooding seminar ()

Waterflooding in Differing Waterflooding in Differing Wettability ReservoirsWettability Reservoirs

Cumulative Pore Volumes of Injection

Per

cent

Rec

over

y O

OIP

Page 70: Waterflooding seminar ()

Waterflooding in Differing Waterflooding in Differing Wettability ReservoirsWettability Reservoirs

Cumulative Pore Volumes of Injection

Per

cent

Rec

over

y O

OIP

Page 71: Waterflooding seminar ()

Given this – What are the Given this – What are the Optimum Reservoir Wetting Optimum Reservoir Wetting

Conditions for a Waterflood?Conditions for a Waterflood?

Page 72: Waterflooding seminar ()

This Depends Strongly on Which This Depends Strongly on Which Criteria Dominate the EvaluationCriteria Dominate the EvaluationUltimate oil recovery?Ultimate oil recovery?Speed of oil recovery?Speed of oil recovery?Ease of injection?Ease of injection?Minimum water cycling and Minimum water cycling and

disposal costs?disposal costs?

Page 73: Waterflooding seminar ()

Residual Oil Saturation at Infinite Residual Oil Saturation at Infinite PV of Oil Displacement vs. PV of Oil Displacement vs.

WettabilityWettability

USBM Wettability Index-1.5 +1.50

Oil Wet Water WetNeutral

Page 74: Waterflooding seminar ()

For Maximum Ease of Water For Maximum Ease of Water InjectionInjection

OilWet!

Page 75: Waterflooding seminar ()

For Maximum Oil Recovery and For Maximum Oil Recovery and Lowest Residual Oil SaturationLowest Residual Oil Saturation

Neutral/MixedWet

Page 76: Waterflooding seminar ()

For Most Rapid Oil Recovery and For Most Rapid Oil Recovery and Minimum Water ProductionMinimum Water Production

WaterWet!

Page 77: Waterflooding seminar ()

Optimum Conditions?Optimum Conditions? In most cases, optimum economic In most cases, optimum economic

recovery efficiency is achieved when the recovery efficiency is achieved when the wetting condition is a strongly water wet as wetting condition is a strongly water wet as possiblepossible

Page 78: Waterflooding seminar ()

Does This Mean if my Reservoir Does This Mean if my Reservoir is is NOT NOT Water Wet Waterflooding Water Wet Waterflooding

Will Will NOTNOT be Economic? be Economic?

To Flood?

To Not to Flood?

???

Page 79: Waterflooding seminar ()

Many Successful Waterfloods Many Successful Waterfloods have been Conducted in Oil Wet have been Conducted in Oil Wet

and Mixed Wet Reservoirsand Mixed Wet ReservoirsOverall economic benefit may be less than Overall economic benefit may be less than

if the reservoir had been strongly water if the reservoir had been strongly water wet, but may still represent substantial wet, but may still represent substantial improvement over straight primary improvement over straight primary depletiondepletion

Page 80: Waterflooding seminar ()

Interfacial Tension Interfacial Tension ForcesForces

Page 81: Waterflooding seminar ()

Interaction of Wettability, Interaction of Wettability, Interfacial Tension and Interfacial Tension and Pore Size DistributionPore Size Distribution

Pc=2(Cosr

Page 82: Waterflooding seminar ()

Interfacial Tension Interfacial Tension

Water - Oil (0.2-40 dyne/cm)Water - Oil (0.2-40 dyne/cm)Gas-Water (2-70 dyne/cm)Gas-Water (2-70 dyne/cm)Gas-Oil (0-60 dyne/cm)Gas-Oil (0-60 dyne/cm)F(composition (H2S, CO2), temperature F(composition (H2S, CO2), temperature

and pressure)and pressure)

Page 83: Waterflooding seminar ()

Global Effect of IFT on Water-Oil Relative Global Effect of IFT on Water-Oil Relative Permeability/Sor – IFT Dominated SystemPermeability/Sor – IFT Dominated System

Water Saturation - FractionWater Saturation - Fraction

Rel

ativ

e Pe

rmea

bilit

yR

elat

ive

Perm

eabi

lity

KroKro

KrwKrw

Page 84: Waterflooding seminar ()

Global Effect of IFT on Water-Oil Relative Global Effect of IFT on Water-Oil Relative Permeability/Sor – IFT Dominated SystemPermeability/Sor – IFT Dominated System

Water Saturation - FractionWater Saturation - Fraction

Rel

ativ

e Pe

rmea

bilit

yR

elat

ive

Perm

eabi

lity

KroKro

KrwKrw

Page 85: Waterflooding seminar ()

Global Effect of IFT on Water-Oil Relative Global Effect of IFT on Water-Oil Relative Permeability/Sor – IFT Dominated SystemPermeability/Sor – IFT Dominated System

Water Saturation - FractionWater Saturation - Fraction

Rel

ativ

e Pe

rmea

bilit

yR

elat

ive

Perm

eabi

lity

KroKro KrwKrw

Page 86: Waterflooding seminar ()

Global Effect of IFT on Water-Oil Relative Global Effect of IFT on Water-Oil Relative Permeability/Sor – IFT Dominated SystemPermeability/Sor – IFT Dominated System

Water Saturation - FractionWater Saturation - Fraction

Rel

ativ

e Pe

rmea

bilit

yR

elat

ive

Perm

eabi

lity

KroKro KrwKrw

Page 87: Waterflooding seminar ()

Why do some low IFTWhy do some low IFTinjections not result in injections not result in

large incremental oil recovery?large incremental oil recovery?

Page 88: Waterflooding seminar ()

Sor – IFT Effects in Water Wet Sor – IFT Effects in Water Wet RockRock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount

Microporosity is WaterSaturated in WW Rock

Page 89: Waterflooding seminar ()

Sor – IFT Effects in Water Wet Sor – IFT Effects in Water Wet RockRock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount

A Given IFT Level AllowsAccess to Pore Throats LargerThan a Certain Size AccessibleInaccessible

Page 90: Waterflooding seminar ()

Sor – IFT Effects in Water Wet Sor – IFT Effects in Water Wet RockRock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount AccessibleInaccessible

Page 91: Waterflooding seminar ()

Sor – IFT Effects in Water Wet Sor – IFT Effects in Water Wet RockRock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount AccessibleInaccessible

Page 92: Waterflooding seminar ()

Sor – IFT Effects in Oil Wet RockSor – IFT Effects in Oil Wet Rock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount

Microporosity is OilSaturated in OW Rock

Small Sw Generally is In Center of Macropores in OW Rock

Page 93: Waterflooding seminar ()

Sor – IFT Effects in Oil Wet RockSor – IFT Effects in Oil Wet Rock

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount AccessibleInaccessible

Page 94: Waterflooding seminar ()

Non Uniform Pore System – Non Uniform Pore System – Macropore DominatedMacropore Dominated

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount AccessibleInaccessible

Page 95: Waterflooding seminar ()

Non Uniform Pore System – Non Uniform Pore System – Micropore DominatedMicropore Dominated

Pore Throat Diameter Profile - Microns

Freq

uenc

y C

ount AccessibleInaccessible

Page 96: Waterflooding seminar ()

The dominance of Wettability, The dominance of Wettability, IFT or Mobility controls recovery IFT or Mobility controls recovery

and injectivityand injectivity

Page 97: Waterflooding seminar ()

Results of a Constant IFT Flood Results of a Constant IFT Flood in the Reservoir Dominated by in the Reservoir Dominated by

IFT EffectsIFT Effects

Water Saturation - Fraction

Rel

ativ

e P

erm

eabi

lity

Page 98: Waterflooding seminar ()

Results of a Constant IFT Flood Results of a Constant IFT Flood in the Reservoir Dominated by in the Reservoir Dominated by

IFT EffectsIFT Effects

Water Saturation - Fraction

Rel

ativ

e P

erm

eabi

lity

Page 99: Waterflooding seminar ()

Results of a Constant IFT Flood Results of a Constant IFT Flood in the Reservoir Dominated by in the Reservoir Dominated by

Mobility EffectsMobility Effects

Water Saturation - Fraction

Rel

ativ

e P

erm

eabi

lity

Page 100: Waterflooding seminar ()

Results of a Constant IFT Flood Results of a Constant IFT Flood in the Reservoir Dominated by in the Reservoir Dominated by

Mobility EffectsMobility Effects

Water Saturation - Fraction

Rel

ativ

e P

erm

eabi

lity

Page 101: Waterflooding seminar ()

Waterflood RequirementsWaterflood Requirements

#1 Suitable Reservoir

#2 Water!!!

Page 102: Waterflooding seminar ()

Typical Water SourcesTypical Water SourcesProduced water(s) (Native and non native Produced water(s) (Native and non native

to formation)to formation)Surface water (Rivers, lakes, etc)Surface water (Rivers, lakes, etc)Shallow ground waterShallow ground waterWaste water streamsWaste water streamsOften a mixture of some of the aboveOften a mixture of some of the above

Page 103: Waterflooding seminar ()

Surface Water

Shallow Aquifer

ProducingFormation

Deep Aquifer

Surface Water - Direct Intake

Page 104: Waterflooding seminar ()

Surface Water

Shallow Aquifer

ProducingFormation

Deep Aquifer

Surface Water - Infiltration Gallery

Page 105: Waterflooding seminar ()

Surface Water

Shallow Aquifer

ProducingFormation

Deep Aquifer

Shallow Aquifer

Page 106: Waterflooding seminar ()

Surface Water

Shallow Aquifer

ProducingFormation

Deep Aquifer

Formation Water

Page 107: Waterflooding seminar ()

Surface Water

Shallow Aquifer

ProducingFormation

Deep Aquifer

Deep Aquifer

Page 108: Waterflooding seminar ()

Injection Water Quality IssuesInjection Water Quality IssuesSufficient volume for future requirements?Sufficient volume for future requirements?Reliable year round source?Reliable year round source?Total suspended solids content (TSS)Total suspended solids content (TSS)Oil and Grease Content (OGC)Oil and Grease Content (OGC)Total dissolved solids content (TDS)Total dissolved solids content (TDS)Scaling indexesScaling indexesSpecific ionic compositionSpecific ionic composition

Page 109: Waterflooding seminar ()

Waterflooding Presentation – April 11, 2002Waterflooding Presentation – April 11, 2002

Waterflood Waterflood Screening and Screening and

Evaluation ProcessEvaluation Process

Page 110: Waterflooding seminar ()

General ProcessGeneral Process

MacroscaleMacroscaleScreeningScreening

MicroscaleMicroscaleScreeningScreening

WaterWater SourceSource

AndAnd QualityQualityEvaluationEvaluation

Simulation,Simulation,ImplementationImplementation

Page 111: Waterflooding seminar ()

Typical Screening Studies Conducted on Typical Screening Studies Conducted on a Lab Basis (Microscale and Water a Lab Basis (Microscale and Water

Quality Sections)Quality Sections) Pore size distributionPore size distribution WettabilityWettability Capillary pressureCapillary pressure Relative PermeabilityRelative Permeability Interfacial TensionInterfacial Tension Water qualityWater quality Injectivity studiesInjectivity studies Stimulation StudiesStimulation Studies Conformance controlConformance control

Page 112: Waterflooding seminar ()

Pore Size DistributionPore Size DistributionMercury injection studiesMercury injection studiesThin section studiesThin section studies Image analysis studiesImage analysis studies

Page 113: Waterflooding seminar ()

WettabilityWettabilityContact AngleContact AngleAmott/Combined Amott-USBM methodAmott/Combined Amott-USBM method

-200

-150

-100

-50

0

50

100

150

200

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Water Saturation, fraction of PV

Cap

illary

Pre

ssur

e, k

Pa

Page 114: Waterflooding seminar ()

Capillary PressureCapillary PressurePorous PlatePorous PlateCentrifuge methodsCentrifuge methodsAir-Mercury conversionAir-Mercury conversion

0

100

200

300

400

500

600

700

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Oil Saturation, fraction of PV

Cap

illary

Pre

ssur

e, k

Pa

Page 115: Waterflooding seminar ()

Relative PermeabilityRelative PermeabilitySteady StateSteady StateUnsteady StateUnsteady StateReservoir/Ambient conditionReservoir/Ambient condition

Gas/Oil Relative Permeability Profile

0.001

0.01

0.1

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Gas Saturation (fraction)

Rela

tive

Perm

eabi

lity

KrgKro

Page 116: Waterflooding seminar ()

Interfacial TensionInterfacial TensionDunoue RingDunoue RingSpinning DropSpinning DropDrop PendantDrop Pendant

Page 117: Waterflooding seminar ()

Water QualityWater QualityCompositionCompositionSuspended solidsSuspended solidsOil and grease contentOil and grease contentBacterial content/typingBacterial content/typingpHpH

Page 118: Waterflooding seminar ()

Injectivity StudiesInjectivity StudiesWater sensitivityWater sensitivityCritical salinityCritical salinityCritical FiltrationCritical FiltrationPhase trappingPhase trappingBacterial growthBacterial growth

Page 119: Waterflooding seminar ()

StimulationStimulationAcidization for scale removalAcidization for scale removalSolvent treatments (paraffin's, Solvent treatments (paraffin's,

asphaltenes, oil blocks, etc)asphaltenes, oil blocks, etc)Fracture optimizationFracture optimizationNear wellbore wettability alteration Near wellbore wettability alteration

evaluationsevaluations

Page 120: Waterflooding seminar ()

Conformance ControlConformance ControlWater diversion and shutoff treatmentsWater diversion and shutoff treatments

GelsGelsPolymersPolymersRelative permeability modifiersRelative permeability modifiers

Page 121: Waterflooding seminar ()

ConclusionsConclusions

Page 122: Waterflooding seminar ()

ConclusionsConclusions Waterflooding can result in significant additional Waterflooding can result in significant additional

incremental oil recovery in many reservoir incremental oil recovery in many reservoir situationssituations

Not all reservoirs are prime waterflood Not all reservoirs are prime waterflood candidatescandidates

Macroscale features may control the Macroscale features may control the effectiveness of a waterfloodeffectiveness of a waterflood

Mobility dominates microscale sweep efficiencyMobility dominates microscale sweep efficiency A detailed protocol for evaluation has been A detailed protocol for evaluation has been

presentedpresented

Page 123: Waterflooding seminar ()

Thanks for Your Thanks for Your Attention!Attention!

Is it OverYet???