Injectivity Characteristics Of EOR Polymers

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Brief Introduction to Polymer Flooding and Gel Treatments and Injectivity Characteristics Of EOR Polymers (SPE 115142) Randy Seright, New Mexico Tech

Transcript of Injectivity Characteristics Of EOR Polymers

Page 1: Injectivity Characteristics Of EOR Polymers

Brief Introduction to Polymer Flooding and Gel Treatments

and

Injectivity CharacteristicsOf EOR Polymers

(SPE 115142)

Randy Seright, New Mexico Tech

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0

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0 2 4 6 8 10Pore volumes of water injected

Wat

erflo

od o

il re

cove

ry, P

VEFFECT OF MOBILITY RATIO ON WATERFLOOD OIL RECOVERY

M = 0.5 : FAVORABLEM = 8 : UNFAVORABLE

M = λwater / λoil= (k/μ)water / (k/μ)oil

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EFFECT OF MOBILITY RATIO ON AERIAL SWEEP EFFICIENCY

M < 1: FAVORABLE M > 1: UNFAVORABLE

M = (k/μ)water / (k/μ)oil

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EFFECT OF MOBILITY RATIO ON VERTICAL SWEEP EFFICIENCY

M < 1: FAVORABLE

M > 1: UNFAVORABLE

k1 < k2 < k3

k1k3k2

k1k3k2

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MOBILITY CONTROL

Favorable displacement at microemulsion front requires:

λm ≤ λo + λw

Favorable displacement at microemulsion rear requires:

λp ≤ λm

Polymer waterλp

Micro-emulsion

λm

Water, λw

Oil, λo

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IDEAL PROPERTIES FORMOBILITY CONTROL AGENTS

• Low cost or high cost-effectiveness.• Allows high injectivity.• Effective when mixed with reservoir brines (up to

20% total dissolved solids).• Resistant to mechanical degradation (up to 1000

m3/m2/d flux when entering porous rock).• 5 to 10 year stability at reservoir temperature (up

to 150°C).• Resistant to microbial degradation.• Low retention (e.g., adsorption) in porous rock.• Effective in low-permeability rock.• Effective in the presence of oil or gas. • Not sensitive to O2 , H2 S, pH, or oilfield chemicals.

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GEL TREATMENTS ARE NOT POLYMER FLOODS

Crosslinked polymers, gels, gel particles, and “colloidal dispersion gels”:

•Are not simply viscous polymer solutions.

•Do not flow through porous rock like polymer solutions.

•Do not enter and plug high-k strata first and progressively less-permeable strata later.

•Should not be modeled as polymer floods.

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Polymersolution Gel

Distinction between a gel treatmentand a polymer flood.

For a polymer flood, polymer penetration into low-k zones should be maximized.

For a gel treatment, gelant penetration into low-k zones should be minimized.

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POLYMER FLOODING is best for improving sweep in reservoirs where fractures are not important.

•Great for improving the mobility ratio.•Great for overcoming vertical stratification.•Fractures can cause channeling of polymer

solutions and waste of expensive chemical.

GEL TREATMENTS are best treating fractures and fracture-like features that cause channeling.

•Generally, low volume, low cost.•Once gelation occurs, gels do not flow

through rock.

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Reservoir Sweep Improvement New Mexico Petroleum Recovery Research Center New Mexico Tech, 801 Leroy Place, Socorro, NM 87801, USA

Randall S. Seright, Research Group Head,

e-mail: [email protected] Phone: 505-835-5571.

Fax: 505-835-6031

We perform research and development to improve reservoir sweep efficiency and reduce saltwater production during oil and gas recovery operations.

Search

Use of Gels for Water Shutoff An introduction

A strategy for attacking excess water production Identifying the problem is critical before attempting a solution. But I have limited resources for diagnosis. How do I start?

Gel Placement Concepts How do I place gel to stop water production without damaging oil or gas production?

Designing Gel Treatments Spreadsheets of important calculations

Videos of Polymer Flooding and Crossflow Concepts

Why do pore-filling gels reduce kw much more than ko?

Are Colloidal Dispersion Gels Really a Viable Technology? “Clean Up” of Oil Zones after a Gel Treatment New Filter Cake Model Physical Realities For In Depth Profile Modification Annual Reports 2006 2005, 2004, 2003, 2002, 2001, 2000, 1999, 1998, 1997, 1996, 1995, 1994, 1993, 1992, 1991, 1990 Water Shutoff Consortium (Members Only) Publications

http://baervan.nmt.edu/randy/

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SPE 115142

INJECTIVITY CHARACTERISTICSOF EOR POLYMERS

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Injectivity:•Defined as injection rate divided by pressure

drop from the wellbore into the formation.•Want a high injectivity to allow rapid

displacement and recovery of oil.

•Polymers are needed for mobility control for most chemical flooding projects:

•The viscous nature of polymer solutions will necessarily reduce injectivity unless the well intersects a fracture.

•Fractures can cause severe channeling and/or injection out of zone for expensive EOR fluids.

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Objectives:•Estimate injectivity losses associated with

polymer solutions if fractures are not open.•Estimate the degree of fracture extension if

fractures are open.

Factors Affecting Polymer Solution Injectivity:•Debris/microgels/undissolved polymer•Rheology in porous media•Mechanical degradation•Displacement of residual oil (not considered

here)

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Plugging of Rock Face During Polymer Injection

•Throughput for field EOR projects:• ~ 100,000 cm3/cm2 for unfractured vertical wells.• ~ 1,000-10,000 cm3/cm2 for fractured vertical wells.

•Previous lab filter tests •Used less than 40 cm3/cm2 throughput.•Typically use “filter ratios”. [(t500 -t400 )/ t200 -t100 )]•Do not correlate with injection into rock.

•We developed a new filter test:•Using throughputs over 2,000 cm3/cm2.•That correlates with injection into cores.

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1000

10000

10 100 1000 10000Throughput, cm3/cm2

Filte

r cak

e re

sist

ance

, cm

/dar

cy

0.13% X US K HV, 75 cp0.13% X US K K36, 60 cp0.13% X US K XC, 47 cp0.1225% X US K K70, 60 cp0.13% X CH Sh F, 60 cp0.1% P FR S 38, 9 cp0.234% P FR S 38, 60 cp0.2% P CH H K5, 60 cp

seawater

• For both xanthan and HPAM solutions, filterability varies a lot, depending on polymer source.

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1

10

100

1000

10000

0.0001 0.001 0.01 0.1 1PV injected

Thro

ughp

ut, c

m3 /c

m2

20-ac spacing,rw =0.375 ft, φ = 0.2

Horizontal well, f

ull length vertic

al fracture

Vertical w

ell,

no fracture

Horizontal w

ell, h=100 ft

Horizontal w

ell, h=30 ft

Horizontal w

ell, h=10 ft

Vertical w

ell, vertic

al fracture, L f =

62 ft

Even with the cleanest polymers, face plugging will exceed the capacity of unfractured wells during most chemical EOR projects.

3000cm3/cm2

600cm3/cm2

100cm3/cm2

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0 0.1 0.2 0.3 0.4 0.5 0.6 0.7PV injected

Frac

ture

hal

f len

gth,

ft .

Vertical well, 2-wing fracture,20-acre 5-spot, φ=0.2

plugging at100 cm3/cm2

Severeextension

plugging at600 cm3/cm2

Substantialextension

plugging at3,000 cm3/cm2

Moderate extension

Fracture extension expectations for polymers that plug at a give throughput.

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0.01 0.1 1 10 100 1000 10000Flux, ft/d, or shear rate/20, 1/s

Res

ista

nce

fact

or o

r vis

cosi

ty, c

p 0.1% X US K K36 xanthan in seawater,551-md Berea core, 25°C

Viscosity vsshear rate x 1/20

• Xanthan rheology in porous media correlates well with that in a viscometer.

Resistance factorvs flux

Fr = 2.5 + 20 u-0.5

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0.01 0.1 1 10 100Flux, ft/d, or shear rate/20, 1/s

Res

ista

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fact

or o

r vi

scos

ity, c

p

Newtonian

0.1% P FR S 38 HPAMin 0.3% NaCl, 25°C573-md Berea Core

Resistance factor vs flux

Although HPAM solutions show pseudoplastic behavior in a viscometer, they show Newtonian or pseudodilatant behavior in porous rock.

Viscosity vs shear rate

Shear thinning or pseudoplastic

Shear thickening or pseudodilatant

Mechanical degradation

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0 0.1 0.2 0.3 0.4 0.5PV injected

Inje

ctiv

ity re

lativ

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wat

er

xanthan: Fr = 2.5 + 20 u-0.5

Vertical well, 20-acre 5-spot, φ =0.20.1% polymer

HPAM in seawater: Fr = 3.7 + u2/1960

HPAM in 0.3% NaCl: Fr = 42 + 11 u

Even without face plugging, the viscous nature of the solutions investigated requires that injectivity must be less than 20% that of water if formation parting is to be avoided (unless Sor is reduced).

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0

100

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0 0.1 0.2 0.3 0.4 0.5PV injected

Frac

ture

hal

f len

gth,

ft

Vertical well, vertical 2-wing fracturere = 330 ft, rw =0.375 ft. 0.1% polymer

HPAM: Fr = 3.7 + u2/1960

HPAM:Fr = 7.9 + u2/5.6

HPAM: Fr = 65 + 90u0.75

HPAM: Fr = 42 + 11uxanthan:

Fr = 2.5 + 20u-0.5

Fracture extension expectations for polymers with different rheologies

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CONCLUSIONS

1. We developed an improved test of the tendency for EOR polymers to plug porous media. The new test is more sensitive to differences in polymer plugging than the old 1970s test. The new test demonstrated that plugging tendencies varied considerably among both partially hydrolyzed polyacrylamide (HPAM) and xanthan polymers.

2. Consistent with previous work, we confirmed that xanthan solutions show pseudoplastic behavior in porous rock that closely parallels that in a viscometer. Xanthan was remarkably resistant to mechanical degradation, with a 0.1% xanthan solution (in seawater) experiencing only a 19% viscosity loss after flow through 102-md Berea sandstone at a pressure gradient of 24,600 psi/ft.

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CONCLUSIONS

3. For 0.1% HPAM in both 0.3% NaCl brine and seawater in 573-md Berea sandstone, Newtonian behavior was observed at low to moderate fluid fluxes, while pseudodilatant behavior was seen at moderate to high fluxes. No evidence of pseudoplastic behavior was seen in the porous rock, even though one solution exhibited a power-law index of 0.64 in a viscometer. For this HPAM in both brines, the onset of mechanical degradation occurred at a flux of 14 ft/d in 573-md Berea sandstone.

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CONCLUSIONS4. Considering the polymer solutions investigated,

satisfactory injection of more than 0.1 PV in field applications could only be expected for the cleanest polymers (i.e., that do not plug before 1,000 cm3/cm2

throughput), without inducing fractures (or formation parts for unconsolidated sands).

5. Even in the absence of face plugging, the viscous nature of the solutions investigated requires that injectivity must be less than one-fifth that of water if formation parting is to be avoided. Since injectivity reductions of this magnitude are often economically unacceptable, fractures or fracture-like features are expected to open and extend significantly during the course of most polymer floods. Thus, an understanding of the orientation and growth of fractures appears crucial for most EOR projects where polymer solutions are injected.

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0.1

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Filte

r cak

e re

sist

ance

, cm

/dar

cy 551 md Berea

AP10/10µ polycarbonate

filter cm/darcy X 10

13-mm diameter,10 psi across filters,

room temperature, 0.1% X US K K36 xanthan

in seawater,

• Correlating core face plugging with a filter test.• Time scale of plugging is similar for core vs. filter.

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0 500 1000 1500 2000Polymer solution throughput, cm3/cm2

Filte

r cak

e re

sist

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, cm

/dar

cy 0.1% X US K K36 in seawaterBerea cores, 25°CFlux = 139 ft/d,

102 md

191 md

551 md

• The magnitude of face plugging is more severe as permeability decreases, but it occurs over roughly the same time scale.

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r cak

e re

sist

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x (k

/551

)2 , cm

/dar

cy

102 md191 md551 md

0.1% X US K K36 in seawaterBerea cores, 25°CFlux = 139 ft/d,

• The magnitude of face plugging is more severe as permeability decreases, but it occurs over roughly the same time scale.

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Res

ista

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fact

or

0.1% X US K K36 xanthan in seawater551-md Berea core, 25°CFlux = 139 ft/d, frontal velocity = 640 ft/d

Section 3 (2 cm long)

Section 2 (10.5 cm long)

Section 1(2 cm long)

Core tests: Flowed ~27 liters through 11.3 cm2 core face.Plugging occurred primarily on the face, not internal.

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5000.1% polymer in seawater550-md Berea cores, 25°C, Flux = 139 ft/d.

X US K K36xanthan

P FR S 38HPAM

• Face plugging by X US K K36 xanthan and P FR S 38 HPAM was mild.

• Viscoelasticity makes HPAM flow resistance much greater than for xanthan.

HPAM viscoelastic effect

HPAM plugging effect

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Filte

r cak

e re

sist

ance

, cm

/dar

cy

0.1% X US K HV, 47 cp0.1% X US K K36, 31 cp0.25% X US K K36, 165 cp0.1% X CH Sh F, 31 cp0.1% P FR S 38, 11 cp0.25% P FR S 38, 68 cp0.1% P CH H H22, 16 cp0.1% P CH H K5, 17 cp0.1% P FR S 60, 22 cp

2.52% TDS

• For both xanthan and HPAM solutions, filterability varies a lot, depending on polymer source.

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1

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1 10 100 1000Shear rate, 1/s

Visc

osity

, cp

ABCD

0.1% X US K K36 xanthan in seawater, 25°C

Original polymer solutionAfter 2,480 psi/ft through 102-md BereaAfter 19,500 psi/ft through 102-md BereaAfter 24,600 psi/ft through 102-md Berea

• Xanthan is remarkably resistant to mechanical (shear) degradation.

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1

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0.01 0.1 1 10 100Flux, ft/d, or shear rate/20, 1/s

Res

ista

nce

fact

or o

r vi

scos

ity, c

p

Fr = 42 + 11 u

Triangles: resistance factor versus flux in 573-md Berea.Circles: viscosity versus shear rate/20.Red & Blue: Un-sheared polymer.Yellow & White: Pre-sheared at 41 ft/d flux (4640 psi/ft).

0.1% P FR S 38 HPAMin 0.3% NaCl, 25°C.

Fr = 65 + 90 u 0.75

Although HPAM solutions show pseudoplastic behavior in a viscometer, they show Newtonian or pseudodilatant behavior in porous rock.

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1

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0.01 0.1 1 10 100Flux, ft/d

Res

ista

nce

fact

or

Fr = 42 + 11 uPre-sheared at 41 ft/d flux

0.1% P FR S 38 HPAMin 0.3% NaCl, 25°C.573-md Berea core

Fr = 65 + 90 u 0.75

Polymer solution sheared at high flux shows Newtonian behavior at low flux and

pseudodilatant behavior at high flux.

Fresh, unsheared polymer

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1

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Res

ista

nce

fact

or in

the

seco

nd

sect

ion

0.1% P FR S 38 HPAM in seawater,573-md Berea core, 25°C

Fresh solution

Pre-sheared at 139 ft/d

Fr = 7.9 + u2/5.6

Fr = 3.7 + u2/1960

HPAM Rheology in Porous Rock:1) Newtonian at low flux,2) pseudodilatant at intermediate flux,3) mechanical degradation at high flux.

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1

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Res

ista

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fact

or in

the

seco

nd

sect

ion

0.1% P FR S 38 HPAM in seawater,573-md Berea core, 25°C

Fresh solution

Pre-sheared at 139 ft/d (938 psi/ft)

Fr = 7.9 + u2/5.6

Fr = 3.7 + u2/1960

HPAM Rheology in Porous Rock:1) Newtonian at low flux,2) pseudodilatant at intermediate flux,3) mechanical degradation at high flux.

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0

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1 10 100 1000Flux at which solution was forced through core, ft/d

Efflu

ent v

isco

sity

at 1

1 s-

1

Effluent after being forced through 573-md Berea core at given flux. 25°C.

0.1% P FR S 38 HPAMin 0.3% NaCl.

Original viscosity = 26.8 cp.

0.1% P FR S 38 HPAM in seawater.Original viscosity = 6.4 cp.

15% loss

22% loss

64% loss

48% loss

HPAM is susceptible to mechanical degradation

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Entra

nce

pres

sure

dro

p, p

si

0.1% P FR S 38 HPAM,573-md Berea core, 25°C

Fresh solution

in seawater

Pre-sheared at 139 ft/d (938 psi/ft) in seawater

Fresh solutionin 0.3% NaCl

Pre-sheared at 41 ft/d (4640 psi/ft) in 0.3% NaCl

• HPAM can show an entrance pressure drop on entering porous rock. Xanthan does not.

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Inje

ctiv

ity re

lativ

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wat

er

0.01

0.1

1

3 cp Newtonian

10 cp Newtonian

30 cp Newtonian100 cp Newtonian

xanthan: Fr = 2.5 + 20 u-0.5

Vertical well, 20-acre 5-spot, φ =0.2

HPAM: Fr = 3.7 + u2/1960

HPAM: Fr = 42 + 11 u

Even without face plugging, the viscous nature of the solutions investigated requires that injectivity must be less than 20% that of water if formation parting is to be avoided (unless Sor is reduced).

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CONCLUSIONS

1. We developed an improved test of the tendency for EOR polymers to plug porous media. The new test demonstrated that plugging tendencies varied considerably among both partially hydrolyzed polyacrylamide (HPAM) and xanthan polymers.

2. Rheology and mechanical degradation in porous media were quantified for a xanthan and an HPAM polymer. Consistent with previous work, we confirmed that xanthan solutions show pseudoplastic behavior in porous rock that closely parallels that in a viscometer.