chemical flood design - university of wyoming · •ongoing fresh waterflooding have changed...

45
ENHANCED OIL RECOVERY INSTITUTE Chemical Flood VLADIMIR ALVARADO CHEMICAL AND PETROLEUM ENGINEERING JANUARY 2012 Design

Upload: vodien

Post on 30-Aug-2018

215 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Chemical Flood

V L A D I M I R A LV A R A D O

C H E M I C A L A N D P E T R O L E U M E N G I N E E R I N G

J A N U A R Y 2 0 1 2

Design

Page 2: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

• Project objective

• Fluid characterization

• Design challenge

• ASP Evaluation

• First Attempt

• Second Attempt

• Closing remarks

Outline

Page 3: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Project Objective

• To develop an effective alkaline-surfactant-polymer (ASP) blend for the DC field based on based behavior studies in the lab and coreflooding experiments.

• No rock samples from this field were available

• Fluid samples and data on the reservoir were collected by UW-PETE team

Page 4: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Brine Analysis

• Calcium: 456 mg/L

• Magnesium: 63 mg/L

• Sodium: 1315 mg/L

• Potassium: 71 mg/L

• Bicarbonate: 509 mg/L

• Chloride: 360 mg/L

• Sulfate: 3400 mg/L

• TDS: 6094 mg/L

• Calcium: 433mg/L

• Magnesium: 72 mg/L

• Sodium: 1459 mg/L

• Potassium: 79 mg/L

• Bicarbonate: 505 mg/L

• Chloride: 860 mg/L

• Sulfate: 3700 mg/L

• TDS: 6730 mg/L

Reservoir Brine Synthetic Reservoir Brine

Synthetic brine optimized for sulfate and bicarbonate concentrations

Page 5: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Brine Analysis

• Calcium: 6.3 mg/L

• Magnesium: 1.7 mg/L

• Sodium: 556 mg/L

• Potassium: 2.6 mg/L

• Bicarbonate: 298 mg/L

• Chloride: 12 mg/L

• Sulfate: 720 mg/L

• TDS: 1600 mg/L

• Calcium: 13 mg/L

• Magnesium: 2 mg/L

• Sodium: 486 mg/L

• Potassium: 0.5 mg/L

• Bicarbonate: 362 mg/L

• Chloride: 13 mg/L

• Sulfate: 780 mg/L

• TDS: 1500 mg/L

Injection Water Synthetic Injection Water

Synthetic brine optimized for sulfate and bicarbonate concentrations

Page 6: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Interfacial Tension

• IFT measured with pendant drop = 26 dynes/cm

0

5

10

15

20

25

30

35

40

45

50

0 20 40 60 80 100 120

IFT

(dyn

es/

cm)

Time (s)

Deadman Creek Oil with Deadman Creek Injection Water at 25°C

IFT

IFT = 26 dynes/cm

drop released

Page 7: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

• Ongoing fresh waterflooding have changed

current reservoir water chemistry. The

challenge is to find surfactant blends that reach

optimum salinity at a TDS < 12,000 ppm.

• Solution: Use of surfactants with PO groups

and blend them with the main surfactant

Design Challenge

Page 8: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

SUBOPTIMUM DESIGN (ONE SURF.) First Attempt

Page 9: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection

• Prepared solutions with:

– 1 wt% surfactant

– 1 wt% Alkali • NaOH

• Na2CO3

– NaCl salinity varying from 1 wt% to 7 wt%

Page 10: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection

• Flame seal pipettes

• Inject Alkali-Surfactant solutions with each salinity

• Combine with DC Oil

• Cap pipettes and purge with argon gas

• Placed in oven at 120°F, mixed gently

Page 11: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection

Page 12: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection • Record initial

oil/water interface

• Measure the volume of oil and water in microemulsion

• Determine optimum salinity by plotting solubilization ratio vs salinity

0

10

20

30

40

50

60

70

80

90

1 2 3 4 5 6 7SR

cc/

cc

[NaCl] (wt%)

P S-13 B

SRw

SRo

Optimum Salinity = 5 wt%

Page 13: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection Surfactant Activity (%) Yes No Maybe

P S-13 B 89.51 X

P S-13 C 84.32 X

P S1-HA 89.96 X

P M-2 59.29 X

P S-13D HA X

P A-6 X

P C-2 46 X

A-F X

P C-1 39.11 X

P S-12 67.06 X

Yes = Optimum Salinity below brine salinity, less than 2 days to achieve

Page 14: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Surfactant Selection • Tested P S-13B and P S-

13C with synthetic field brines

• Tested P S-13C for critical micellar concentration (CMC)

Page 15: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding – ASP # 1(NaOH) • Core: Minnelusa Core W R741 D7215’ • D=3.735 cm • L=7.364 cm • A=10.9565 cm2

• Φ=22.99 % • Kg=516.6 md • PV=18.5491 cm3

• Wt dry=161.528 g • Wt wet=180.110 g • Diff=18.582 g

Core was initially cleaned with toluene and methanol, then dried in the oven

Page 16: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding – ASP #1 (NaOH)

• Test for reduction in residual oil saturation

• Core aged in synthetic DC reservoir brine

• Flooded with DC oil to Swi and aged

• 10 PV waterflood with synthetic DC injection brine

• 3 PV ASP flood – 500 ppm P S-13C – 2000 ppm Floppam 3330S

polymer – 1 wt% NaOH – 1L synthetic DC injection brine

• 10 PV chase waterflood with synthetic DC injection brine

Page 17: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding #1 – (NaOH)

0

0.2

0.4

0.6

0.8

1

0

2

4

6

8

10

12

14

16

0 5 10 15 20 25

ΔP

(p

si)

PV Injected

ASP Experiment # 1

DP

Oil Recovered

Page 18: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding – ASP # 2 (Na2CO3) • Core: Minnelusa Core W R741 D7212.5’ • D=3.728 cm • L=7.557 cm • A=10.9155 cm2

• Φ=22.73 % • Kg=510.1 md • PV=18.7495 cm3

• Wt dry=166.482 g • Wt wet=185.271 g • Diff=18.789 g

Core was initially cleaned with toluene and methanol, then dried in the oven

Page 19: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding – ASP #2 (Na2CO3)

• Test for reduction in residual oil saturation

• Core aged in synthetic DC reservoir brine

• Flooded with DC oil to Swi and aged

• 10 PV waterflood with synthetic DC injection brine

• 3 PV ASP flood – 500 ppm P S-13C – 2000 ppm Floppam 3330S

polymer – 1 wt% Na2CO3

– 1L synthetic DC injection brine

• 10 PV chase waterflood with synthetic DC injection brine

Page 20: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding #2 – (Na2CO3)

0

0.2

0.4

0.6

0.8

1

0

1

2

3

4

5

6

7

8

9

0 5 10 15 20 25

ΔP

(p

si)

PV Inj

ASP Experiment # 2 (Na2CO3)

DP

Oil Production

Page 21: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Core Flooding Comparison

Test φ K (md) Swi (%)

Waterflood Recovery (%OOIP)

Tertiary ASP

Recovery (%OOIP)

Pressure Drop Return to

Waterflooding

ASP#1 (NaOH) 22.99 516.6 19.67 67.35 20.96 Yes

ASP#2 (Na2CO3) 22.73 510.1 23.2 62.66 12.92 No

Page 22: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

ASP #1 – Relative Permeability Curves

0.00

0.20

0.40

0.60

0.80

1.00

kr

- re

lative p

erm

eabili

ty

0.00 0.20 0.40 0.60 0.80 1.00Sw

krw vs Sw krow vs Sw

Page 23: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

ASP #1 (NaOH) History Match (WF)

0

10

20

30

40

50

60

70

80

0 2 4 6 8 10 12

OO

IP%

Inj. PV

CMG-STARS

Measured

-0.2

0

0.2

0.4

0.6

0.8

1

1.2

0 5 10 15

Oil

Cu

t

Inj. PV

CMG-STARS

Measured

0

0.5

1

1.5

2

2.5

3

3.5

4

0 5 10 15

Pre

ssu

re d

rop

(p

si)

Inj. PV

CMG-STARS

Measured

0

2

4

6

8

10

12

0 5 10 15

Cu

mu

lati

ve o

il p

rod

uce

d (

ml)

Inj. PV

CMG-STARS

Measured

Page 24: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

OPTIMUM DESIGN (+1 SURF.) Second Attempt

Page 25: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

• Connate brine

• Injection brine

Just 1600 ppm NaCl

Component Wt (gr)

MgSO4 0.313

KCl 0.136

CaCl2.2H2O 1.676

NaCl 0.697

Na2SO4 4.661

TDS 7100 ppm

Materials and Methods

Page 26: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Dead man Creek Crude Oil Viscosity at 48oC = 83 cP

Surfactant 0.75wt%PS13-D + 0.25wt%PS3B

Polymer

Flopaam-3330s

2000 ppm (ASP) 1000 ppm (P)

Alkali 1wt% NaOH

Core

Berea: (ASP 1)

L= 7.904 cm

D= 3.73 cm

PV= 22.12 cc

Φ= 25.62%

Kair= 366.9 md

Minnelusa: (ASP 2)

L= 7.017 cm

D= 3.728 cm

PV= 16.41 cc

Φ= 21.43%

Kair= 808.2 md

Materials and Methods

Page 27: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Parameter

• Salinity

• Surfactant blend ratio

• Soap/surfactant ratio

Optimal parameter

Winsor

Type - I

Winsor

Type - II

Varying parameter

Winsor

Type - III

mic

ro

mic

ro

Pipette

(bottom sealed)

Brine +

surfactant

Oil

Initial

interface

24 hr

Winsor

Type - I

Winsor

Type - II

Winsor

Type - III

Page 28: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Salinity (NaCl ppm) increases

5000 10000 125000 15000 17500 20000 22500 25000 30000 35000

Only 1wt% Surfactant

Page 29: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

29

1wt% Surf. + 1wt% Na2CO3 Salinity (NaCl ppm) increases

1500 2500 3500 5000 7500 10000 15000 20000

11500 12500 13500 25000 15000 17500 20000 30000

Page 30: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

1wt% Surfactant + 1wt% NaOH Salinity (NaCl ppm) increases

1500 2500 3500 5000 7500 10000 15000

11500 12500 13500 25000 15000 17500 20000

Page 31: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Only 1wt% Surfactant

Opt_Sal > 35000 ppm Opt_Sal ~ 11500 ppm Opt_Sal ~ 30000 ppm

1wt% Surfactant + 1wt% NaOH 1wt% Surfactant + 1wt% Na2CO3

Page 32: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

).().()( 21_ surfactntinjectedofsalinityoptLogxsoapinsituofsalinityoptLogxsalinityoptimalLog blendASP

Theory:

.

1

)()(surfactofnumbern

i

iiblend salinityoptimalLogxsalinityoptimalLog

),,( cationsoftypepHacidsorganicoftypeF

),,,( alkaliofionconcentratpHamountasphalteneTANF

Page 33: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Only 1wt% Na2CO3

Salinity (NaCl ppm) increases

5000 10000 12500 17500 20000 22500 25000 30000

Page 34: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Only 1wt% NaOH Salinity (NaCl ppm) increases

5000 10000 12500 17500 20000 22500 25000 30000

Page 35: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Results (ASP#1)

Page 36: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

(sec-1)

Page 37: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

2

4

6

8

10

12

14

0 5 10 15

pH

Inj. PV

pH at effluent

Inlet pH

Page 38: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

0

10

20

30

40

50

60

0

5

10

15

20

25

30

0 2 4 6 8 10 12 14 16

Wat

er

visc

. (c

P)

Inj. PV

Water viscosity

Inlet viscosity

Emulsion

Em

uls

ion

vis

c.

(cP

)

Page 39: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Stage Permeability (md)

Initial air permeability 366

Initial brine permeability

(Sw=1)

55.5

Oil permeability at Swi 218.75

Brine permeability at Sor 24.11

Brine permeability at the end

of chemical flood

27.43

Page 40: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

40

WF ASP P WF

Results (ASP#2)

Page 41: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

41

pH and surfactant concentration at effluent:

Mostly stable W/O emulsion

Page 42: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

Observed precipitation at effluent samples:

ClKSi

ClCa

K

Ca

KS

O

Na

Cl

Ca

0 1 2 3 4 5 6 7 8 9 10

keVFull Scale 4240 cts Cursor: -0.031 (82 cts)

Spectrum 1

ClKSi Cl

KCa

CaS

K O

Na

Cl

Ca

0 1 2 3 4 5 6 7 8 9 10 11

keVFull Scale 5549 cts Cursor: -0.009 (361 cts)

Spectrum 4

As we expected some secondary minerals was produced (here calcite, also some sulfur was produced which is a really evidence for anhydrite dissolution)

Page 43: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

43

Results (ASP#2) (cont’d)

Permeability Changes (Minn.)

Stage Permeability (md)

Initial air permeability 808.2

Initial brine permeability

(Sw=1)

152

Oil permeability at Swi 428.9

Brine permeability at Sor 42.5

Brine permeability at the end

of chemical flood

78.75

Page 44: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

44

Results (ASP#3)

Page 45: Chemical Flood Design - University of Wyoming · •Ongoing fresh waterflooding have changed current reservoir water chemistry. ... CMG-STARS Measured 0 0.5 1 1.5 2 2.5 3 3.5 4 5

E N H A N C E D O I L R E C O V E R Y I N S T I T U T E

45

Why does NaOH work better?