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Davit, Yohan and Zami-Pierre, Frédéric and Loubens, Romain de and Quintard, Michel Complex fluids: non-Newtonian flows in porous media: upscaling problems. (2018) In: 4th Summer School "Flow and Transport in Porous and Fractured media: Development, Protection, Management ad Sequestration of Subsurface Fluids", 25 June 2018 - 7 July 2018 (Cargèse, France).
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6/26/18
1Institut de Mécanique des Fluides de Toulouse (IMFT) -
Université de Toulouse, CNRS-INPT-UPS, Toulouse FRANCE
2Total, CSTJF, Avenue Larribau, 64018 Pau, France
Non-Newtonian Flows in Porous
Non-Newtonian Flows in Porous
Media: upscaling problems
Media: upscaling problems
Davit Y.
1, Zami-Pierre F.
1,2, de Loubens
R.
2and Quintard M.
14th Cargèse Summer School, 2018
Transport in Porous Media 2/27
M. Quintard
Objective/Outline
Objective/Outline
Motivation: flow of polymer solutions, question
about heuristic models in Res. Engng
Upscaling
– Introduction (generalized Stokes)
– Transition
– Induced anisotropy, effect of disorder, effect of
size of the UC, ...
Further problems: exclusion zone, viscoelastic
Conclusions
Multi-Scale Analysis
Multi-Scale Analysis
()=0
=g(x)*(
〈ψ〉)=0
〈ψ =〉= g*(x) Pore-Scale Darcy-Scale Sequential multi-scale pattern Used in DRP, Res. Engng,
Hydro., etc...
Objectives of macro-scale
theories:
– Smoothing operator . → Macro ⟨.⟩ → Macro ⟩ → Macro variables, Eqs & BCs
– Micro-macro link →
Determination of Effective Properties
Needs Scale Separation:
lβ ,lσ REV?≪REV?≪ ≪REV?≪ L
η-region ω-region L Pore-Scale V Darcy-Scale Reservoir-Scale V∞ β-phase σ-phase lβ lσ lη lω
(process dependent)
Transport in Porous Media 4/27
M. Quintard
Multi-Scale Analysis: Upscaling
Multi-Scale Analysis: Upscaling
Techniques
Techniques
Form of the equations?
– averaging and TIP (Marle, Gray, Hassanizadeh, …) – averaging and closure (Whitaker, …)
– homogenization (Bensoussan et al., Sanchez-Palencia, Tartar, …), also “closure”
– stochastic approaches (Dagan, Gelhar, ...) Effective properties calculations?
– Assuming the form of Eqs: interpret experiments or DNS
– Upscaling with “closure” (averaging, homogenization, stochastic): provides local Unit Cell problems
Many Open Problems: High non-linearities, Strong couplings,
A simple introduction to
A simple introduction to
upscaling with “closure”
upscaling with “closure”
x
x
x
DNS aver.c
Closure:
Macro
Micro
Macro-scale Equation
b
x ● Tomography ● Reconstruction ● Geostatistics ● ...Effective property
Transport in Porous Media 6/27
M. Quintard
Flow of a non-Newtonian fluid
Flow of a non-Newtonian fluid
Pore-Scale problem (Re~0)
Upscaling: (vol. aver. ⟨ψ
β⟩=ε
β⟨ψ
ψ
β⟩
βwith ε
β
=V
β/V)?
10-3 10-2 10-1 100 101 102 103 10-1 100 ˙ γ / γ˙ c µ /µ 0plateau + power law Carreau cross-fluid
Rheology:
Typical local (over a REV) features
Typical local (over a REV) features
30°
velocity
viscosity
Pressure dev.
Remark (far from BCs)
Transport in Porous Media 8/27
M. Quintard
Upscaling flow of a
Upscaling flow of a
non-Newtonian fluid
Newtonian fluid
Averaging (vol. aver.
⟨ψ
β⟩=ε
β⟨ψ
ψ
β⟩
βwith ε
β
=V
β/V)
+...
Closure?
macro
micro
“
“
Closure”?
Closure”?
Under several constraints: scale
separation, far from BCs, ...
⇒ Problem must be solved for each value of v
〈v
β〉
β!
Tentatively:
⇒
Transport in Porous Media 10/27
M. Quintard
A classical story: the linear case
A classical story: the linear case
and Darcy’s law
and Darcy’s law
Closure (any solution is a linear combination of
elementary solutions for ⟨ψv
β⟩
β=e
i
for i=1,2,3)
Macro-Scale equation and effective properties
Important: Proof of symmetry of K
0requires periodicity!
Intrinsic permeability: Darcy’s law:
(see Sanchez-Palencia, Whitaker, ….)
Calculations of the permeability
Calculations of the permeability
3 possibilities
– Initial closure problem
– Transformation of
closure problem into
~Stokes with source
term and periodic
pressure and velocity
– “permeameters”:
no-periodicity
Making image periodic?
– I: Percolation problem – II: Loss of anisotropy
– III: potentially various bias
See discussion in Guibert et al., 2015
Case of “diffusion” problem: e.g., permeability, effective diffusion
● thin layers + periodicity ● Eff. Medium ● …..
I
II
III
Transport in Porous Media 12/27
M. Quintard
Calculations over non-periodic
Calculations over non-periodic
images
images
“permeameters”
– All methods have bias
–
⟨ψv
x⟩
β≠0
– K
xy≠K
yx P 1⇒
x
y
P 2⇒
P 1 P 2 classical BambergerSee discussion in: Manwart et al. 2002; Piller et al. 2009; Guibert et al., 2015; ...
Note: minimal bias if large sample
and anisotropy along the axis
Linear Case:
Linear Case:
Non-Newtonian Fluid
Newtonian Fluid
Fluid rheology
No generic closure
independent of fluid
velocity! Generic
macro-scale law:
Representation as a
deviation from Darcy’s
law
– k
n, P (rotation
“matrix”): depend on
⟨ψv
β⟩
β(modulus and
orientation)
10-3 10-2 10-1 100 101 102 103 10-1 100 ˙ γ /γ˙c µ /µ0plateau + power law Carreau cross-fluid
Transport in Porous Media 14/27
M. Quintard
Test cases
Test cases
HPC center EOS-Calmip:
Typically: 10
8mesh cells
10
5cores×hours
Clashach Bentheimer
2D
Needs very fine grid!
often
limited to
Resolution with OpenFoam
Resolution with OpenFoam
●
FVM with OpenFOAM (SIMPLE, second-order scheme)
●Use of HPC, calculations up to 100 millions mesh elements
●a total of 100000 hours of CPU time.
●
Conform orthogonal hexahedral elements.
●Multi-criteria grid convergence study = OK.
Transport in Porous Media 16/27 M. Quintard
Results
Results
Computations allows
to analyze various
features:
– Properties of
pore-scale fields (PDFs)
– Transition:
• Starts in a few narrow
constrictions
• Scaling for transition?
⟨Uc⟩FLnon-Newt onian regime Newt onian regime k n= 1 k n≠1 ⟨U ⟩FL k (a pp are nt)
⟨ψ.⟩
FL= intrinsic fluid
average
∝U
(1-n )Structure of the Velocity Field
Structure of the Velocity Field
backflow
Normalized pdf ~similar between Newtonian and
non-Newtonian flow! Not valid for pdf of ∇⟨ψp
⟩
βz
y
newtonian non-newtonian
Transport in Porous Media 18/27 M. Quintard
Transition Scaling
Transition Scaling
10-2 103 101⟨ψU c⟩FL
10-2 10-1 1 (a ) k ∗ v s ⟨ψU ⟩FL µm .s-1 10-1 A1 A2 C1 C2 B1 B2 P 1 P 2 (b ) k ∗ v s U∗ 100 100 101 Zami-Pierre et al., 2015Impact of Domain Size
Impact of Domain Size
16 18 20 22 24 1 2 3 4 5 6 7 L kn σ = 0 σ = 0.2 − 6 − 4 − 2 0 2 4 6 1 2 3 4 5 6 7 L α (d eg re e) σ = 0 σ = 0.2
●
Anisotropy induced by non-linear behavior decreases with
↗ L for disordered media
●
Effective property variance decreases with
↗ L
θ=22°
~x
~y
⟨vn ≠1β ⟩α
⟨vn =1β ⟩θ
∇⟨ pβ⟩β-ρβgTransport in Porous Media 20/27
M. Quintard
Impact of Domain Size
Impact of Domain Size
0 20 40 60 0 2 4 6 L/Req k n B m ed iu m : k n 0 20 40 60 − 3 − 2 − 1 0 L/Req R ot at io n A ng les (° ) B medium: α B medium: β
Disorder → no anisotropy induced by
non-linearity if L large enough!
θ=22°
Req (pore size)
Impact of disorder and velocity
Impact of disorder and velocity
10−1 100 101 1 2 3 4 5 U∗ kn Aσ=0 Aσ=0.051 Aσ=0.101 Aσ=0.201 Aσ=0.301 B 10−2 10−1 100 101 −4 −2 0 U∗ A n g le α o f P Aσ=0 Aσ=0.051 Aσ=0.101 Aσ=0.201 Aσ=0.301 B
Transport in Porous Media 22/27
M. Quintard
Practical Consequences
Practical Consequences
Eng. Practice: apparent Darcy’s law
Discussion:
– P=I for all 〈vvβ〉β if isotropic disordered media and REV (→ need tests for
various sizes)!
– Apparent permeability ~ scales with (K0)½ → classical scaling “may”
introduce artificial dependence upon parameters such as porosity:
– Description of transition near the critical velocity may not be well
described by an apparent viscosity (no observed angle in the apparent
permeability in the case of PLCO)
Fitting parameter (rock dependent)
Further upscaling
Further upscaling
η-region ω-region L Pore-Scale V Darcy-Scale Reservoir-Scale V β-phase σ-phase lβ lσ lη lω cont. DLVO effective BC zone model SubPore-Scale
Depletion layer
treated as an
effective BC
Zami-Pierre et al., 2017
see Chauveteau (1982),
Sorbie & Huang (1991)
(double-layer model)
Transport in Porous Media 24/27 M. Quintard
Further upscaling
Further upscaling
Viscoelastic fluids
Rheological models
FENE-P:
⛐
-see previous discussion on “apparent permeability”, etc…
- elastic turbulence?
Deborah number:
Example of results: De et al., soft matter, 2018
Example of results: De et al., soft matter, 2018
...also Weissenberg number ☺
Normal stress along average flow direction
De= 0.001 0.1
Transport in Porous Media 26/27
M. Quintard
Further perspectives: N-momentum
Further perspectives: N-momentum
equations, multi-component aspects, ...
equations, multi-component aspects, ...
Superfluid: 2 momentum equations → complex behavior →
macro-scale model?
Polymer solution as multi-component systems:
– Mechanical segregation, degradation (bio., mech.) – Model? • Momentum balances: – diffusion theory or – N-momentum equations • Composition: – Continuous models or
– PBM (population balance model), ...
see Allain et al. (2010, 2013, 2015), Soulaine et al. (2015, 2017)
mol. weight
Conclusions
Conclusions
Upscaling tells that this is not always possible to separate in an
apparent Darcy’s law permeability and viscosity
Specific anisotropy effects
Simplifications arise for disordered media
Various results published in the literature for various rheology:
power-law (...), Ellis and Herschel–Bulkley fluids (Sochi & Blunt, 2008), Yield-Stress Fluids (Sochi, 2008), etc…
Additional problems: retention effects, Inaccessible Pore
Volume (IPV), mobile/immobile effects
Perspectives: viscoelastic, multicomponent, coupling with other