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Pore-Scale Model for Rate Dependence of Two-Phase Flow in Porous Media Mohammed Al-Gharbi Supervisor: Prof. Martin Blunt

Pore-Scale Model for Rate Dependence of Two-Phase Flow in Porous Media Mohammed Al-Gharbi Supervisor: Prof. Martin Blunt

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Pore-Scale Model for Rate Dependence of Two-Phase Flow in Porous Media

Mohammed Al-Gharbi

Supervisor: Prof. Martin Blunt

Presentation outline

• Why rate-dependent effects are important

• Methodology for rate-dependent modelling

• Project structure

• Future development of the model

Why rate-dependent effects are important

The significance of rate effects is determined by the capillary number:

Ncap = q/

Why rate-dependent effects are important

2. Rate effects are significant for: Low interfacial tensions – gas condensates,

near-miscible gas injection, surfactant floods. High flow rates – near well-bore flows. High viscosities – polymer injection. Cases where flow in wetting or spreading

layers is significant.

Why rate-dependent effects are important

1. Lab exp.: Richardson (1952) Aim: Effect of displacement rate on residual

saturation. Result: Less trapping as flow rate increases. Deduction: Rel.perm. & residual So = f(Qinj).

Pore-scale displacement processes

Competition between different displacement processes. Which process dominates depends on capillary number:

Piston like: high flow rates and little trapping.

Snap-off : low flow rates and large amounts of trapping.

Micromodel experimentsLenormand and Zarcone

(a) Ncap= 3x10-4, (b) Ncap = 1.4x10-5, (c) Ncap =6x10-7

Dynamic vs. static pore-scale modelling

• Static – overall capillary pressure controls the fluid configuration. At any time all interfaces are static. Displacement sequence controlled by invasion capillary pressures.

• Dynamic – fluid volume in each pore controls the configuration and local capillary pressure. All interfaces may move. Mass balance used to move fluid between pores.

Dynamic model features

• Irregular pore shapes.

• Random distribution with variable pore radii.

• More than one meniscus in a circular throat.

• Variable radii of curvature of the wetting layer.

• So far – assume one contact angle everywhere.

Project structure(principles)

• The amount of the wetting phase and used to define the fluid configuration and local capillary pressure.

• Compute wetting phase pressure using mass balance. Non-wetting phase pressure = wetting pressure + capillary pressure.

Project structure(Mathematical model)

1. Irregular element geometry with constrictions (Man and Jing).

2rP2rP

Left pore

Right pore

LP/2LP/2

Throat 2rt

Lt

tP

tPtP

ll

xRRRRR

2cos

22

Project structure(Mathematical model)

2. Fluids configuration

dx

dRRrrfAAV layerswet

l

layerswetlayerswet

tancos2

, 2.

2/

0

..

Rr

Pc

cos2

.

.

.

anglenInclinatio

anglehalfCorner

angleContact

Project structure(Mathematical model)

2. Fluids configuration

a) General case:

x 2/l

)(,,2/

2

2/

.

xfRRff

AAV

l

x

l

x

laywettotalo

Project structure(Mathematical model)

                  

                  

2

2

1

121

cos2cos2

RRPcPc

1 2

0 0

x x

centrecentrewater AAV

2. Fluids configuration

b) special case:

Water

x2x1

Lt

RLRR

Example of the special case(Wat.Volume Vs. pc)

wat. Volume vs. PC

0.00E+00

5.00E-15

1.00E-14

1.50E-14

2.00E-14

2.50E-14

3.00E-14

3.50E-14

5100 5200 5300 5400 5500 5600 5700

PC

wa

t. v

olu

me

wat. Volume vs. PC

End of the two interfaces

Start of the two interfaces

The element filled with water

Volume in the wetting layers

Example of the special case(Interfaces distance Vs. pc)

PC vs interfaces

5565

5570

5575

5580

5585

5590

5595

5600

5605

5610

-4.00E-06 -2.00E-06 0.00E+00 2.00E-06 4.00E-06 6.00E-06 8.00E-06 1.00E-05 1.20E-05

interfaces distance

Ca

pill

ary

pre

ss

ure

PC vs x1

PC vs x2

Project structure

3. Fluids conductance.

• Film conductance.

2/

0

2/

2/

11 tP

t

L

twf

L

lp

wfwf dx

xGdx

xGg

• Bulk conductance.

dxxGxGxGxG

gP

t

tL

L

L

L

L

L

L

twb

tob

pob

pwb

b

2/

2/

2/

01

1

2

2 1111

Lt

Lt/2

Q wf L Q wf R

Q b L Q b

R

Lp/2 Lp/2

L1 L2

Project structure(Mathematical model)

4. Computing the volumetric rates and pressures.

SPPg

QQQw

tw

P

oilwatertotal

o

c

g

PS

01

n

ii

wti

wPtotal SPPgQ

cappillarywateroil PPP

Project structure(Mathematical model)

5. Updating fluid volumes & selection of time step.

tQQVVn

i

n

jwbjwfi

waterold

waternew

1 1

n

iobi

oilold

oilnew QtVV

1

Future development of the model(Mixed-wettability system)

hhlayerswet

l

layerswetlayerswet

RrrfAAV

cos2, 2

.

2/

0

..

cccorners

l

cornerscorners

RrrfAAV

cos2, 2

2/

0

laywatcorneroil VVV .

.

.

anglecontactadvance

anglecontacthinging

c

h

Water Layers

Oil LayersWater

layersOil 2

Future development of the model(Mixed-wettability system)

y

ilaywatcornercornerstotalcentre ii

VVVVV1

.

.. layersoilcontainingnotarethatcornersofnoy

Recap

• Presented methodology for a general rate-dependent pore-scale model.

• Shown how to compute configuration (interface location) and capillary pressure from known wetting phase volume.

• Next steps: compute conductance and from this use mass balance to move fluid between pores.