Steady-State Two-Phase Flow in Porous Media: Open Questions Santanu - - PowerPoint PPT Presentation

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Steady-State Two-Phase Flow in Porous Media: Open Questions Santanu - - PowerPoint PPT Presentation

1 Steady-State Two-Phase Flow in Porous Media: Open Questions Santanu Sinha Dick Bedeaux Signe Kjelstrup Alex Hansen Institutt for fysikk and Institutt for kjemi, NTNU Trondheim, Norway Knut Jrgen Mly Fysisk institutt University of


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Steady-State Two-Phase Flow in Porous Media: Open Questions

Santanu Sinha Dick Bedeaux Signe Kjelstrup Alex Hansen

Institutt for fysikk and Institutt for kjemi, NTNU Trondheim, Norway

Knut Jørgen Måløy

Fysisk institutt University of Oslo

Røros, August 21, 2012

IWNET 2012

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Ground to be Covered:

1. Steady-State Flow in the Laboratory 2. Steady-State Flow on the Computer 3. Nonlinear Rheology 4. Statistical Mechanics of Porous Media Flow

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  • 1. Steady-State Flow in the Laboratory
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Steady-State Flow in the Laboratory

Both fluids move and fluid clusters break up and merge; still steady state.

A setup for studying steady-state flow in the laboratory:

Tallakstad et al., Phys. Rev. Lett. 102, 074502 (2009);

  • Phys. Rev. E 80, 036308 (2009).

Region of spatially homogeneous steady-state flow.

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  • 2. Steady-State Flow on the Computer
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Numerical Model: Network of Connected Pores

Knudsen et al. Transp. Por. Med. 47, 99 (2002).

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Steady-state Flow on a Torus

Flow Direction

Hansen and Ramstad Comp. Geosci. 13, 227 (2009) Largest non-wetting cluster.

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Flow Rate Distribution

Sinha, unpubl. (2011)

0 10-5 10-4 10-3 10-2 10-1 1

Local flow rates High-speed channels

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Pore Network from Berea Sandstone

Reconstruction by e.g. merging thin slices

3 Dimensions: Reconstructed pore networks

Each pore is described by a number of geometric parameters.

(3mm)3

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Evolution towards steady-state flow Steady state

Ca = 0.015, M = 1, S = 0.5

non-wetting saturation

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Largest non-wetting clusters at different saturation levels in steady state

Critical saturation

Ca=0.015, M=1

S=0.59 S=0.65 S=0.67 S=0.71

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Three-dimensional parameter space:

  • Saturation S
  • Viscosity Ratio M
  • Capillary Number Ca

Both fluids move Only one fluid moves

Single vs. Two-Phase Flow (in 2D)

Knudsen and Hansen, Europhys. J. B 49, 109 (2006)

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  • 3. Nonlinear Rheology
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Flow through a single tube

Sinha et al. to be submitted this week (2012)

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Motion of bubble This is the driven overdamped pendulum

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Effective response of single tube Effective conductivity Saddle-node bifurcation

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Tallakstad et al. Phys. Rev. Lett. 102, 074502 (2009)

Experimental study of Steady-State flow in Hele-Shaw Cell

∆P ∝ Q0.54

Pressure Drop Flow rate

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Experiment in radial 3D geometry

Rassi et al. New J. Phys. 13, 015007 (2011).

∆P ∝ Qβ

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Behaves as a Bingham Plastic

”Newtonian” fluid with a yield threshold Intuition: (Roux and Herrmann, Europhys. Lett. 4, 1227 (1987).)

  • Change pressure over network by δ(∆P).
  • Number of additional links begin to flow: δN ~ δ(∆P).
  • Conductance of network change by δΣ ~ δN ~ δ(∆P).
  • Integrate to find Q ~ (∆P-∆Pc)2.

Bingham plastic

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Effective medium theory

Generalized Darcy equation:

Sinha and Hansen, Europhys. Lett., in press (2012).

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Torroidal boundary conditions Open boundary conditions ∆Pc is independent of viscosity ratio M, but depends on saturation s. Numerical results

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The threshold pressure ∆Pc

∆Pc = minpath Σi ∈ path ∆pc i

Talon et al., in preparation (2012)

Optimal path landscape: ∆Pc is independent of viscosity ratio M, but depends on saturation s.

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Reanalyzing the Rassi et al. data.

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Single link Network q ~ (∆p –∆pc)1/2 Q ~ (∆p –∆pc)2

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Tallakstad et al. Phys. Rev. Lett. 102, 074502 (2009)

Experimental study of Steady-State flow in Hele-Shaw Cell

∆P ∝ Q0.54

vs.

System prepared so that one of the fluids percolates: ∆Pc ≈ 0. (There is some curvature)

∆P- ∆Pc ∝ Q1/2

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  • 4. Statistical Mechanics of Porous Media Flow
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Returning to the concept of a state.

Sinha, 2012

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1 2 1 3 4 2 4 3

∆t ∆t ∆t ∆t

Sequence of configurations through time integration: The order of the configurations has been randomized: This randomization does not change the statistics.

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If order plays no role: All steady-state properties will be completely described by the configurational probability distribution Π{cf} where {cf} signifies the positions

  • f all interfaces between the immiscible fluids in the

porous medium. A configuration is fully described by the position of all interfaces. This leads to a statistical mechanics for porous media.

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Metropolis Monte Carlo Sampling

Π{cf} Configurational probability

Old configuration Test configuration {cfold} {cftest} Draw a random number r ∈ [0,1]. If Π{cfold}/Π{cftest} > r: Reject test configuration. If Π{cfold}/Π{cftest} ≤ r: Accept test configuration. Chosen by random change

  • f old configuration.

Hansen and Ramstad Comp. Geosci. 13, 227 (2009)

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Flow through a single tube

Sinha et al. to be submitted this week (2012)

Can we derive Π{cf}?

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f(xb) is some function of xb.

Configurational probability Π{cf} where cf = xb.

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Π{cf} for a porous medium.

Porous medium Tube Connected in series System is deterministic: cf = cf(x) Follow a point x in time. x Q Q

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Microcanonical ensemble:

Another expression for Q: Q is sum of currents in the bonds that are cut by the line. L Sum over all bonds in network.

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Boltzmann-like distribution: Π{cf} = exp[-Q{cf}/T]

Isolated system: Configurational temperature

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Summary:

1. Steady-State Flow in the Laboratory 2. Steady-State Flow on the Computer 3. Nonlinear Rheology 4. Statistical Mechanics of Porous Media Flow