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Modelling immiscible displacement in porous rocks with LBM models

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Presentation on theme: "Modelling immiscible displacement in porous rocks with LBM models"— Presentation transcript:

1 Modelling immiscible displacement in porous rocks with LBM models

2 Attractive van der Waals forces
phase p phase q transition Random thermal motion X Attractive van der Waals forces

3 Full Version from Liouville Equation using the Enskog volume exclusion for dense gases
Short distance collision term without volume effects Long range mean field gravity volume exclusion (Enskog)

4 Short distance collision term
Diffusivity Viscosity of component p Facin, Philippi and Santos, FGCS (2004)

5 Full Version from Liouville Equation using the Enskog volume exclusion for dense gases
Molecular interaction terms

6 Advection-diffusion equation
Momentum balance equation Pressure tensor Surface tension tensor

7 Simplified Version for Isothermal Problems
Molecular interaction terms

8 Simplified Version for Isothermal Problems
Advection diffusion equation Momentum balance equation Equation of state

9 In addition:

10 Simplified Version for Isothermal Problems

11 Simplified Version for Isothermal Problems
difusivity p-q viscosity

12 Simplified Version for Isothermal Problems
p-q atractive forces External forces p-p attractive forces Volume exclusion 12

13 Model parameters from PVT data
a(p) a(q) Force parameters b(p) b(q) Volume parameters (p) (q) Viscosities water oil a(pq) Cross force parameter D(pq) diffusivity

14 Model parameters from PVT data
We consider that in the transition region the mixture follows, for instance, a Peng-Robinson equation of state [n]= number density of molecules k= Boltzmann constant=R/A 14

15 Model parameters from PVT data
Equation of state for the model phase p phase q transition 15

16 Model parameters in terms of the surface and interfacial tensions
Goniometer Tensiometer

17 Model parameters in terms of the surface and interfacial tensions
The intermolecular potential energy for a single p-particle due to the interaction with an s-particle close to it was considered as The surface tension is related to the work for moving a layer of liquid from a distance d→∞ from the surface (where the interaction is null) to the liquid surface Parameter “a” was defined as

18 Model parameters in terms of the surface and interfacial tensions
s-s potential energy Fvert d= distância de interação s=p,q 18

19 Model parameters in terms of the surface and interfacial tensions
Fvert 19

20 Interaction with the solid wall
atenuation mediators Strength lattice symmetry D2Q9 F. G. Wolf, L. O. E. dos Santos. and P. C. Philippi Capillary rise between parallel plates under dynamic conditions, Journal of Colloid and Interface Science 344 (2010) ,171–179 20

21 Interaction with the solid wall
p-q atraction External forces Volume exclusion p-p atraction Interaction with the solid wall 21

22  Interaction with the solid wall  Oil Water
The strengths (ps) and (qs) are to be related to the surface energies g(ps) and g(qs) in the Young-Dupré equation

23 Interaction with the solid wall
F. G. Wolf, L. O. E. dos Santos. and P. C. Philippi Capillary rise between parallel plates under dynamic conditions, Journal of Colloid and Interface Science 344 (2010) ,171–179 23

24 Comparison with Shan-Chen model
Present model diffusion control volume without diffusion control viscosity diffusivity

25 Comparison with Shan-Chen model
Present model =massa virtual

26 Comparison with Shan-Chen model: Equation of state
Present model Virtual mass of the original model

27 Carbonates Multi-scale systems pore solide ?

28 Capillary flow, water is the wetting fluid and the larger pores do not form a continuous phase
Oil (PO) The displacement will happen after PO-PW<Ppercolation pore Larger pores with oil will be partially blocked solide Water (Pw)

29 Capillary flow, water is the non-wetting fluid and the smaller pores do not form a continuous phase
Oil (PO) smaller pores with oil will be blocked pore solide Water (Pw)

30 The worst case (but with better recovery): water is the non-wetting fluid and the larger pores do not form a continuous phase Mixed approach: LBM for finding k related to the smaller pores and to simulate the flow inside the larger ones. Finite volume for the second scale. PO Pw 2R Oil (PO) k(P) pore solide Displacement of the interface will be conditioned by the transfer into the smaller pores Water (Pw) The displacement will happen after PW-PO>Ppercolation for the smaller pores PHILIPPI, P. C. ; SOUZA, H. A. . Modeling Moisture Distribution and Isothermal Transfer In a Heterogeneous Porous Material. INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, v. 21, n. 4, p , 1995


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