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Numerical Simulation of Two-Phase Flows in Heterogeneous Porous Media

ABSTRACT

In this work, we present three-dimensional numerical simulations of water-oil flow in porous media in order to analyze the influence of the heterogeneities in the porosity and permeability fields and, mainly, their relationships upon the phenomenon known in the literature as viscous fingering. For this, typical scenarios of heterogeneous reservoirs submitted to water injection (secondary recovery method) are considered. The results show that the porosity heterogeneities have a markable influence in the flow behavior when the permeability is closely related with porosity, for example, by the Kozeny-Carman (KC) relation. This kind of positive relation leads to a larger oil recovery, as the areas of high permeability (higher flow velocities) are associated with areas of high porosity (higher volume of pores), causing a delay in the breakthrough time. On the other hand, when both fields (porosity and permeability) are heterogeneous but independent of each other the influence of the porosity heterogeneities is smaller and may be negligible.

Keywords:
finite volume methods; heterogeneous porous media; secondary recovery of reservoirs

RESUMO

Neste trabalho apresentamos simulações numéricas tridimensionais do escoamento bifásico (água-óleo) em meios porosos com o objetivo de analisar a influência das heterogeneidades nos campos de porosidade e permeabilidade e, principalmente, suas relações, sobre o fenômeno conhecido na literatura como dedos viscosos (viscous fingering). Para isso, são considerados cenários típicos de reservatórios heterogêneos submetidos à injeção de água (método de recuperação secundária). Os resultados mostram que as heterogeneidades da porosidade têm uma influência marcante no comportamento do fluxo quando a permeabilidade está intimamente relacionada à porosidade, por exemplo, pela relação Kozeny-Carman (KC). Esse tipo de relação positiva leva a uma maior recuperação de óleo, pois as áreas de alta permeabilidade (velocidades de fluxo mais altas) estão associadas a áreas de alta porosidade (maior volume de poros), causando um atraso no tempo de avanço (breakthrough time). Por outro lado, quando ambos os campos (porosidade e permeabilidade) são heterogêneos, mas independentes um do outro, a influência das heterogeneidades da porosidade é menor, podendo até ser desprezada nos resultados do avanço da frente.

Palavras-chave:
métodos de volumes finitos; meios porosos heterogêneos; recuperação secundária de reservatórios

1 INTRODUCTION

Every oil field has a life cycle that goes from discovery to abandonment. Therefore, predicting when to leave the field or when to apply a secondary or tertiary recovery method to increase the volume of the recovered oil is crucial for the oil industry. This prediction is usually made using reservoir simulations, which consists of the elaboration of numerical models that take into account the physical phenomenology typical of flows in porous media, in the search for approximate solutions as close as possible to reality 3838 L.P. Naveira. “Simulação de reservatórios de petróleo utilizando o método de elementos finitos para recuperação de campos maduros e marginais”. Mestrado em engenharia civil, Universidade Federal do Rio de Janeiro, Rio de Janeiro (2007).. From the mathematical model of the problem described by a system of partial differential equations of the hyperbolic-parabolic type computational models are used to analyze the behavior of the reservoir by means of predictions, which use experimental data to determine the parameters employed in the model 1919 N. Ezekwe. “Petroleum Reservoir Engineering Practice”. Pearson Education (2010). URL https: //books.google.com.br/books?id=TKgw9CxoeBIC.
https: //books.google.com.br/books?id=TK...
.

Oil recovery methods are classified into primary, secondary and tertiary. The primary consists of the volume of oil produced through the natural energy given by the decompression of the fluids 4343 J. Thomas. “Fundamentos de engenharia de petróleo”. Interciência (2004). URL https://books. google.com.br/books?id=yKyqPgAACAAJ.
https://books. google.com.br/books?id=yK...
. When reservoirs retain a large amount of oil, after primary recovery the secondary or tertiary methods are used to obtain additional production. Secondary recovery is the amount of hydrocarbons obtained by supplementing the primary energy with the injection of fluids into strategically selected wells. On the other hand, the tertiary recovery uses physical, chemical or biological products (polymers, steam, solvents, gases, bacteria, etc.) to increase the recovery factor to around 60%. It is used in reservoirs where the secondary recovery method fails or would fails if employed; however, are expensive methods 4141 A. Rosa, R. de Souza Carvalho & J. Xavier. “Engenharia de reservatórios de petróleo”. Interciência (2006). URL https://books.google.com.br/books?id=aSUNAQAACAAJ.
https://books.google.com.br/books?id=aSU...
), (4343 J. Thomas. “Fundamentos de engenharia de petróleo”. Interciência (2004). URL https://books. google.com.br/books?id=yKyqPgAACAAJ.
https://books. google.com.br/books?id=yK...
. One of the most employed secondary method is the injection of water, which generally produces good results in oil reservoirs, increasing the recovery factor to about 30%. However, when we inject water (less viscous) into an oil-filled (more viscous) porous medium, an unstable interface (morphologically) occurs between the two fluids, creating a finger profile. In addition, the heterogeneities present in the rocks, mainly in the porosity and permeability, affect the appearance and behavior of this finger growth 55 U.G. Araktingi, F. Orr Jr et al. Viscous fingering in heterogeneous porous media. SPE Advanced Technology Series, 1(01) (1993), 71-80.. This phenomenon is known in the literature as viscous fingering2727 G.M. Homsy. Viscous Fingering in Porous Media. Annual Review of Fluid Mechanics, 19(1) (1987), 271-311. doi:10.1146/annurev.fl.19.010187.001415. URL https://doi.org/10.1146/annurev. fl.19.010187.001415.
https://doi.org/10.1146/annurev. fl.19.0...
. When it happens, some of the injected water advances at velocities higher than the mid-wave front, not by sweeping the oil and arriving early to the production wells 2525 N. Henderson , J.C. Brêttas &W.F. Sacco . Applicability of the three-parameter Kozeny-Carman generalized equation to the description of viscous fingering in simulations of waterflood in heterogeneous porous media. Advances in Engineering Software , 85 (2015), 73-80..

Many authors have been studied the impact of heterogeneities in the permeability or porosity fields on the porous media flows ( 33 M. Afif & B. Amaziane. Numerical simulation of two-phase flow through heterogeneous porous media. Numerical Algorithms, 34(2-4) (2003), 117-125.), (44 B. Amaziane, A. Bourgeat & J. Koebbe. Numerical simulation and homogenization of two-phase flow in heterogeneous porous media. In “Mathematical Modeling for Flow and Transport Through Porous Media”. Springer (1991), pp. 519-547.), (66 V. Artus, F. Furtado, B. Noetinger & F. Pereira. Stochastic analysis of two-phase immiscible flow in stratified porous media. Computational & Applied Mathematics, 23(2-3) (2004), 153-172.), (88 M.R. Borges, F. Furtado , F. Pereira & H.P.A. Souto. Scaling Analysis for the Tracer Flow Problem in Self-Similar Permeability Fields. Multiscale Modeling & Simulation, 7(3) (2008), 1130-1147.), (1212 C. Chueh, M. Secanell, W. Bangerth & N. Djilali. Multi-level adaptive simulation of transient twophase flow in heterogeneous porous media. Computers & fluids, 39(9) (2010), 1585-1596.), (1313 M. Correa & M. Borges. A semi-discrete central scheme for scalar hyperbolic conservation laws with heterogeneous storage coefficient and its application to porous media flow. International Journal for Numerical Methods in Fluids, 73(3) (2013), 205-224.), (1616 L.J. Durlofsky. Numerical calculation of equivalent grid block permeability tensors for heterogeneous porous media. Water Research Resources, 27(5) (1991), 699-708.), (1717 Y. Efendiev, T. Hou & W. Luo. Preconditioning Markov Chain Monte Carlo Simulations Using Coarse-Scale Models. SIAM J. Sci. Comput., 28 (2006), 776-803.), (2020 L. Gelhar. “Stochastic Subsurface Hydrology”. Prentice-Hall (1993). URL https://books. google.com.br/books?id=LEBNAQAAIAAJ.
https://books. google.com.br/books?id=LE...
), (2121 E. Gundersen & H.P. Langtangen. Finite Element Methods for Two-Phase Flow in Heterogeneous Porous Media. In “Numerical Methods and Software Tools in Industrial Mathematics”. Springer (1997), pp. 213-234.), (2424 N. Henderson, J.C. Brêttas & W.F. Sacco. Applicability of the three-parameter Kozeny-Carman generalized equation to the description of viscous fingering in simulations of waterflood in heterogeneous porous media. Advances in Engineering Software, 85 (2015), 73-80.), (2626 N. Henderson & L. Pena. Simulating effects of the permeability anisotropy on the formation of viscous fingers during waterflood operations. Journal of Petroleum Science and Engineering, 153 (2017), 178-186.), (2828 H. Hoteit & A. Firoozabadi. Numerical modeling of two-phase flow in heterogeneous permeable media with different capillarity pressures. Advances in water resources, 31(1) (2008), 56-73.), (2929 G. Jo & D.Y. Kwak. An IMPES scheme for a two-phase flow in heterogeneous porous media using a structured grid. Computer Methods in Applied Mechanics and Engineering, 317 (2017), 684-701.), (3030 A. Koponen, M. Kataja, J. Timonen & D. Kandhai. Simulations of single-fluid flow in porous media. International Journal of Modern Physics C, 9(08) (1998), 1505-1521.), (3535 F. Ma & M. Wei. Monte Carlo simulation of linear two-phase flow in heterogeneous media. SIAM journal on scientific and statistical computing, 11(6) (1990), 1053-1072.), (3636 E. Moreira & J. Coury. The influence of structural parameters on the permeability of ceramic foams. Brazilian Journal of Chemical Engineering, 21(1) (2004), 23-33.), (3939 B. Nœtinger, V. Artus & L. Ricard. Dynamics of the water-oil front for two-phase, immiscible flow in heterogeneous porous media. 2-isotropic media. Transport in porous media, 56(3) (2004), 305-328.), (4242 J. Šperl & J. Trčková. Permeability and porosity of rocks and their relationship based on laboratory testing. Acta Geodyn Geomater, 5(149) (2008), 41-47.), (4444 S. Tveit & I. Aavatsmark. Errors in the upstream mobility scheme for countercurrent two-phase flow in heterogeneous porous media. Computational Geosciences, 16(3) (2012), 809-825.). Typically, the permeability in natural reservoirs may vary in space by 3 to 4 orders of magnitude whereas porosity vary by one order 2020 L. Gelhar. “Stochastic Subsurface Hydrology”. Prentice-Hall (1993). URL https://books. google.com.br/books?id=LEBNAQAAIAAJ.
https://books. google.com.br/books?id=LE...
. In 3535 F. Ma & M. Wei. Monte Carlo simulation of linear two-phase flow in heterogeneous media. SIAM journal on scientific and statistical computing, 11(6) (1990), 1053-1072. the permeability values, in square centimeters, varies from 10−16 to 10−3, a range that covers 13 orders of magnitude, while the variation in porosity values is generally no more than 0.2. As a consequence, in studies about the influence of the heterogeneities in porous media hydraulic properties on the flow, it is usually assumed heterogeneity acting only in the permeability field and, the variations in the porosity field are often neglected ( 33 M. Afif & B. Amaziane. Numerical simulation of two-phase flow through heterogeneous porous media. Numerical Algorithms, 34(2-4) (2003), 117-125.), (66 V. Artus, F. Furtado, B. Noetinger & F. Pereira. Stochastic analysis of two-phase immiscible flow in stratified porous media. Computational & Applied Mathematics, 23(2-3) (2004), 153-172.), (88 M.R. Borges, F. Furtado , F. Pereira & H.P.A. Souto. Scaling Analysis for the Tracer Flow Problem in Self-Similar Permeability Fields. Multiscale Modeling & Simulation, 7(3) (2008), 1130-1147.), (1212 C. Chueh, M. Secanell, W. Bangerth & N. Djilali. Multi-level adaptive simulation of transient twophase flow in heterogeneous porous media. Computers & fluids, 39(9) (2010), 1585-1596.), (1616 L.J. Durlofsky. Numerical calculation of equivalent grid block permeability tensors for heterogeneous porous media. Water Research Resources, 27(5) (1991), 699-708.), (1717 Y. Efendiev, T. Hou & W. Luo. Preconditioning Markov Chain Monte Carlo Simulations Using Coarse-Scale Models. SIAM J. Sci. Comput., 28 (2006), 776-803.), (2020 L. Gelhar. “Stochastic Subsurface Hydrology”. Prentice-Hall (1993). URL https://books. google.com.br/books?id=LEBNAQAAIAAJ.
https://books. google.com.br/books?id=LE...
), (2828 H. Hoteit & A. Firoozabadi. Numerical modeling of two-phase flow in heterogeneous permeable media with different capillarity pressures. Advances in water resources, 31(1) (2008), 56-73.), (2929 G. Jo & D.Y. Kwak. An IMPES scheme for a two-phase flow in heterogeneous porous media using a structured grid. Computer Methods in Applied Mechanics and Engineering, 317 (2017), 684-701.), (3535 F. Ma & M. Wei. Monte Carlo simulation of linear two-phase flow in heterogeneous media. SIAM journal on scientific and statistical computing, 11(6) (1990), 1053-1072.), (3939 B. Nœtinger, V. Artus & L. Ricard. Dynamics of the water-oil front for two-phase, immiscible flow in heterogeneous porous media. 2-isotropic media. Transport in porous media, 56(3) (2004), 305-328.), (4444 S. Tveit & I. Aavatsmark. Errors in the upstream mobility scheme for countercurrent two-phase flow in heterogeneous porous media. Computational Geosciences, 16(3) (2012), 809-825.). On the other hand, some authors have considered both porosity and permeability as heterogeneous fields, but independent of each other (unrelated). For example, Amaziane et. al. 44 B. Amaziane, A. Bourgeat & J. Koebbe. Numerical simulation and homogenization of two-phase flow in heterogeneous porous media. In “Mathematical Modeling for Flow and Transport Through Porous Media”. Springer (1991), pp. 519-547. have studied numerical methods for two-phase flow in heterogeneous porous media assuming that porosity and permeability are periodic oscillatory functions in space and, Gundersen et. al. 2121 E. Gundersen & H.P. Langtangen. Finite Element Methods for Two-Phase Flow in Heterogeneous Porous Media. In “Numerical Methods and Software Tools in Industrial Mathematics”. Springer (1997), pp. 213-234. have solved a 2D problem considering a log-normal permeability field and a Gaussian porosity field. However, Sperl et al. 4242 J. Šperl & J. Trčková. Permeability and porosity of rocks and their relationship based on laboratory testing. Acta Geodyn Geomater, 5(149) (2008), 41-47. have experimentally observed, that the permeability is determined by the micro-structure of the material, that is, it depends on the porosity, mainly, on the arrangement and size of the pores. Therefore, it is important to study the relationships between the porosity and permeability fields on the water-oil flow in heterogeneous reservoirs.

Hassan et al. 2222 A. Hassan. Water flow and solute mass flux in heterogeneous porous formations with spatially random porosity. Journal of Hydrology, 242(1-2) (2001), 1-25.), (2323 A.E. Hassan, J.H. Cushman & J.W. Delleur. Significance of porosity variability to transport in heterogeneous porous media. Water Resour. Res., 34(9) (1998), 2249-2259. have concluded that direct relations between porosity and permeability fields have pronounced influence on the macrodispersion of solutes in heterogeneous porous media. More recent, Correa et al. 1313 M. Correa & M. Borges. A semi-discrete central scheme for scalar hyperbolic conservation laws with heterogeneous storage coefficient and its application to porous media flow. International Journal for Numerical Methods in Fluids, 73(3) (2013), 205-224. have analized the relationship between the porosity and permeability fields on the two-phase flow (water-oil) in a 2D toy problem using the Kozeny-Carman relation. It was observed a delay in the breakthrough time when the heterogeneous porosity and permeability fields are related in comparison with the case where the same permeability fields were used but the porosity field considered a constant (equal to the mean of heterogeneous one). Finally, we comment that Henderson et al. 2424 N. Henderson, J.C. Brêttas & W.F. Sacco. Applicability of the three-parameter Kozeny-Carman generalized equation to the description of viscous fingering in simulations of waterflood in heterogeneous porous media. Advances in Engineering Software, 85 (2015), 73-80. have used a generalized three-parameter KozenyCarman model (TPKCG) to obtain the permeability field from the Gaussian distributed fractal porosity field to study the viscous fingering phenomena during a water injection process in oil reservoir simulations. They have found that this generalization of the Kozeny-Carman equation can be used in numerical simulations of oil recovery processes susceptible to hydrodynamic instability phenomena.

Motivated by the previous discussion, the objective of this work is to study the influence of the heterogeneities present in the porosity and permeability fields and their relations on the behavior of the water front, taking into account the appearance and evolution of the viscous fingering, in reservoirs submitted to the secondary recovery process. For this end, we performed and analized numerical simulations in tri-dimensional scenarios based on the SPE benchmark model 2 (SPE2) 1111 M. Christie & M. Blunt. SPE Comparative Solution Project dataset 2 website. https://www.spe. org/web/csp/datasets/set02.htm (2000). (accessed: July 24, 2018).
https://www.spe. org/web/csp/datasets/se...
.

The outline of this work is as follows. Section 2 shows the mathematical model of the problem, as well as the KT method to approximate the saturation equation. Numerical experiments are reported in Section 3. Finally, conclusions are given in Section 4.

2 THE MODEL PROBLEM

The mathematical model that describes an immiscible two-phase flow in a rigid saturated porous medium, with incompressible fluids, and in the absence of capillary forces, consists of a system of equations formed by the water saturation transport equation (2.1), Darcy’s Law (2.2) and the condition of incompressibility (2.3), that is,

t ϕ S w + · [ f w v t - λ o f w ( ρ o - ρ w ) g k z ) ] = 0 , in Ω × ( 0 , T ) , (2.1)

v t = - k λ t [ P - ( λ w ρ w + λ o ρ o ) g z ] , (2.2)

and

· v t = 0 . (2.3)

where Sw is the water saturation, is the porosity, k is the permeability, f w is the flux function of water, vt=vw+vo is the total velocity, ρ o is the density of crude oil, ρ w is the density of water, g is the acceleration of gravity, z is the depth, λo=kro/μo, and λw=krw/μw are the mobilities of oil and water, respectively, with λt=λo+λw. Here krw and k ro are the relative permeabilities of water and oil and µ w , µ o the respective viscosities.

For the problem defined by equations (2.1), (2.2) and (2.3) to be complete, it is necessary to establish initial and boundary conditions. To do this, first we exhibit in Figure 1 the 1/4 five-spot geometry, that will be used in the numerical examples. Considering the symmetry of the problem, our study is restricted to the hatched area where we have one injector well (in the lower left corner) and one producer well (in the upper right corner).

Figure 1:
1/4 Five-spot model, adapted from 4141 A. Rosa, R. de Souza Carvalho & J. Xavier. “Engenharia de reservatórios de petróleo”. Interciência (2006). URL https://books.google.com.br/books?id=aSUNAQAACAAJ.
https://books.google.com.br/books?id=aSU...
. Four production wells (corners) and one injection well (center).

The domain to be studied (1/4 model) consists of a parallelepiped Ω ⊂ ℝ3 with injector (Γin , black ) and producer (Γout , gray) wells located in opposite corners, as shown in Figure 2. The null-flow condition is imposed across the Ω (boundary of Ω), except in ΓinΓout where we consider vt·n=qin in Γin and pressure P=0 in Γout . For the initial time condition, t=0, we assume the reservoir is completely filled with oil 1313 M. Correa & M. Borges. A semi-discrete central scheme for scalar hyperbolic conservation laws with heterogeneous storage coefficient and its application to porous media flow. International Journal for Numerical Methods in Fluids, 73(3) (2013), 205-224..

Figure 2:
Boundary conditions scheme for the proposed model.

In order to increase computational efficiency and allow that different numerical methods may be used, we decouple the system (2.1)-(2.3), and the velocity-pressure and saturation problems are solved separately. Therefore, we take macro time steps, in which the velocity-pressure problem is solved using a mixed method with lower-order Raviart-Thomas elements 22 P. A. Raviart & J. M. Thomas. A Mixed Finite Element Method for Second Order Elliptic Problems. In “Mathematical Aspects of Finite Element Methods, Lecture Notes in Mathematics”, volume 606. Springer Verlag, Berlin (2006), pp. 292-315.), (1818 R.E. Ewing, M.F. Wheeler et al. The approximation of the pressure by a mixed method in the simulation of miscible displacement. RAIRO. Analyse numérique, 17(1) (1983), 17-33.. Between two macro-steps, with the velocity frozen, transport micro-steps are performed, respecting the CFL condition, to update the saturation 3737 M.A. Murad, M. Borges , J.A. Obregón &M. Correa . A new locally conservative numerical method for two-phase flow in heterogeneous poroelastic media. Computers and Geotechnics, 48 (2013), 192- 207.. In this step we apply an extension of the Kurganov and Tadmor (KT) method 3232 A. Kurganov & E. Tadmor. New High-Resolution Central Schemes for Nonlinear Conservation Laws and Convection-Diffusion Equations. J. Comput. Phys, 160 (2000), 241-282. for heterogeneous porosity fields 1313 M. Correa & M. Borges. A semi-discrete central scheme for scalar hyperbolic conservation laws with heterogeneous storage coefficient and its application to porous media flow. International Journal for Numerical Methods in Fluids, 73(3) (2013), 205-224., that is briefly described in the next section.

2.1 The Kurganov and Tadmor (KT) method

For the sake of simplicity, we present the KT method for a unidimensional transport problem, considering the porosity ϕ=1. To this end, let the conservation law equation given by

s t + f x = 0 , in Ω = [ 0 , L ] × ( 0 , T ] , (2.4)

subject to the following initial and boundary conditions

s ( x , 0 ) = s 0 ( x ) s ( 0 , t ) = s c . (2.5)

It is important to note the relation between equations (2.1) and (2.4). To define the KT method, we integrate the hyperbolic differential equation (2.4) at each time step over the intervals [xj-1/2,l,xj-1/2,r][xj+1/2,l,xj+1/2,r]×[tn,tn+1], as illustrated in Figure 3. Next, we use the REA (Reconstruct-Evolve-Average) algorithm, in the form

Figure 3:
KT scheme adapted from 3232 A. Kurganov & E. Tadmor. New High-Resolution Central Schemes for Nonlinear Conservation Laws and Convection-Diffusion Equations. J. Comput. Phys, 160 (2000), 241-282..

Reconstruction (R): The values of S¯jn are reconstructed by piecewise linear polynomial functions, that is

s ( x , t n ) j S ~ ( x , t n ) χ ( x ) : = j [ S ¯ j n + ( S x ) j n ( x - x j ) ] χ ( x ) , x j - 1 / 2 x x j + 1 / 2 , (2.6)

where χ(x)=1 if xxj-1/2xxj+1/2 and χ(x)=0, otherwise. We observe that to ensure mass conservation, linear reconstructions must satisfy

S ¯ j n = 1 Δ x x j 1 / 2 x j + 1 / 2 S ˜ j n d x . (2.7)

In addition, to avoid the appearance of spurious oscillations, due to proposed linear reconstruction by parts, the slopes must be chosen conveniently, that is,

( S x ) j n = s n x | ( x j ) O ( Δ x ) , (2.8)

Thus, the KT method has the TVD (Total Variation Diminishing) property, described below 3333 R.J. LeVeque. “Numerical Methods for Conservation Laws”. Birkháuser (1990).. First of all, we consider the S function defined in a mesh with M cells, a Total Variation TV is set as

TV ( S ) = i = 2 M | S j S j 1 | . (2.9)

One method is called TVD if, for any S n , its values for S n+1 satisfy the following inequality

TV ( S n + 1 ) TV ( S n ) . (2.10)

Therefore, the KT method uses a slope limiter to determine (Sx)jn in order to satisfy the TVD relation (2.10). To do this, a MC limiter (monotonized central-difference limiter) is employed. It is given by a family of discrete derivatives, parameterized by θ, with 1θ2, that is,

( S x ) j n = MinMod ( θ S ¯ j n S ¯ j 1 n Δ x , S ¯ j + 1 n S ¯ j 1 n 2 Δ x , θ S ¯ j + 1 n S ¯ j n Δ x ) , (2.11)

where the MinMod is defined by

MinMod ( a , b ) = 1 2 [ s i g n ( a ) + s i g n ( b ) ] · m i n ( | a | , | b | ) . (2.12)

Evolution (E): In the evolution step the local propagation velocities of the wave are estimated at the boundaries of each control volume, in order to obtain the new cells of the auxiliary mesh (where the quantities w¯jn+1 are computed, see Figure 3).

Average Calculation (A): With the average solutions on the displaced mesh, we perform the projection on the original mesh Ij to obtain the approximate average value S¯jn+1.

Therefore, the semi-discrete KT formulation is given by

d d t S ¯ j ( t ) = [ H j + 1 / 2 ( t ) H j 1 / 2 ( t ) Δ x ] . (2.13)

with

H j ± 1 / 2 ( t ) : = f ( S ¯ j ± 1 / 2 + ( t ) ) + f ( S ¯ j ± 1 / 2 - ( t ) ) 2 - a j ± 1 / 2 ( t ) 2 S ¯ j ± 1 / 2 + ( t ) - S ¯ j ± 1 / 2 - ( t ) . (2.14)

In (2.14), the coefficients aj±1/2n are the local propagation velocities

a j ± 1 / 2 n : = max u C ( s j ± 1 / 2 - , s j ± 1 / 2 + ) ρ f s ( s ) , (2.15)

with ρ the spectral ratio. If f is a convex function we have

a j ± 1 / 2 n : = max | f ' ( s j ± 1 / 2 - ( t ) | , | f ' ( s j ± 1 / 2 + ( t ) | , (2.16)

where sj-1/2+ and sj-1/2- are the values of s(x, t) in the point (x j-1/2 , t n ) on the linear piecewise reconstructions S~jn(x) and S~j-1n(x), respectively, given by

s j - 1 / 2 + = S ¯ j n + ( S x ) j n ( x j - 1 / 2 - x j ) = S ¯ j n + ( S x ) j n - Δ x 2 = S ¯ j n - Δ x 2 ( S x ) j n (2.17)

and

s j - 1 / 2 - = S ¯ j - 1 n + ( S x ) j - 1 n ( x j - 1 / 2 - x j - 1 ) = S ¯ j - 1 n + ( S x ) j - 1 n Δ x 2 = S ¯ j - 1 n + Δ x 2 ( S x ) j - 1 n . (2.18)

Similary, we have

s j + 1 / 2 + = S ¯ j + 1 n - Δ x 2 ( S x ) j + 1 n and s j + 1 / 2 - = S ¯ j n + Δ x 2 ( S x ) j n . (2.19)

The ordinary differential equation (2.13) defines the KT method for a hyperbolic differential equation of the type (2.4). This equation will be solved using the explicit Euler method, that is, denoting the right hand side of equation (2.13) by E, the Euler method can be formulated by

S ¯ j n + 1 = S ¯ j n + Δ t E . (2.20)

This method is restrict to the CFL condition 3232 A. Kurganov & E. Tadmor. New High-Resolution Central Schemes for Nonlinear Conservation Laws and Convection-Diffusion Equations. J. Comput. Phys, 160 (2000), 241-282.), (3434 R.J. LeVeque. “Finite volume methods for hyperbolic problems”, volume 31. Cambridge university press (2002). given by

max max s s min , s max , x Ω d f d s Δ t Δ x 1 / 8 , (2.21)

where s min and s max are the maximum and minimum values of a scalar quantity for a given t n.

2.2 The Kozeny-Carman (KC) relation

As we have already mentioned, the main objective of this work is to study the effects of heterogeneities in the permeability and porosity fields as well as possible relationships between them on the viscous fingering process. Several laboratory studies have shown that the permeability mainly depends on the pore size and shape of the pore 77 J. Bear. “Dynamics of Fluids in Porous Media”. Dover Civil and Mechanical Engineering Series. Dover (1988). URL https://books.google.com.br/books?id=lurrmlFGhTEC.
https://books.google.com.br/books?id=lur...
), (1010 E. Charlaix, A. Kushnick & J. Stokes. Experimental study of dynamic permeability in porous media. Physical review letters, 61(14) (1988), 1595.), (1515 O. Deo, M. Sumanasooriya & N. Neithalath. Permeability reduction in pervious concretes due to clogging: experiments and modeling. Journal of Materials in Civil Engineering, 22(7) (2010), 741- 751.), (4040 J. Park, J.H. Shin & J.K. Park. Experimental analysis of porosity and permeability in pressed paper. Micromachines, 7(3) (2016), 48.), (4242 J. Šperl & J. Trčková. Permeability and porosity of rocks and their relationship based on laboratory testing. Acta Geodyn Geomater, 5(149) (2008), 41-47.. One of the widely used models associating the porosity (ϕ) and the permeability k(ϕ) is the Kozeny-Carman correlation 99 P. Carman. Trans. Insin. Chem. Engrs. J. Soc. Chem. Industr, 15 (1937), 150. Cited By 1.), (3131 J. Kozeny. “Über kapillare Leitung des Wassers im Boden: (Aufstieg, Versickerung u. Anwendung auf die Bewässerg) ; Gedr. mit Unterstützg aus d. Jerome u. Margaret Stonborsugh-Fonds”. HölderPichler-Tempsky, A.-G. [Abt.:] Akad. d. Wiss. (1927). URL https://books.google.com.br/ books?id=yERGGwAACAAJ.
https://books.google.com.br/ books?id=yE...
given by

k ( ϕ ) = ϕ 3 c S 2 ( 1 ϕ ) 2 , (2.22)

where c is the Kozeny constant representing the particle shape factor and 𝒮 is the specific surface. In the following experiments, equation (2.22) will be take into account as an example, for the construction of related permeability and porosity fields. It should be noted that any other type of model that relates these two fields could be used. We are not presenting any defence of the KC model.

3 NUMERICAL RESULTS

All numerical simulations are based on the SPE benchmark 2 (SPE2) 1111 M. Christie & M. Blunt. SPE Comparative Solution Project dataset 2 website. https://www.spe. org/web/csp/datasets/set02.htm (2000). (accessed: July 24, 2018).
https://www.spe. org/web/csp/datasets/se...
adapted to simulate the secondary recovery process (water-oil) in a three-dimensional domain with 304.80×15.24×304.80 m3. Figures 4 and 5 illustrate the permeability (k) and porosity (ϕ) fields of the original SPE2 geological model. In particular, we consider the Upper Ness formation cut from the Brent Group field, since this region has well-defined permeable zones (channels) that accentuate the viscous fingering process. Specifically, in this work we choose sections of the original geological models that are displayed in Figures 6 and 7, where we have the following average values: for permeability k=6.40×10-10 m2 (with variance σk2=4.86×10-18m4); and for porosity ϕ=0.387 (with variance σϕ2=9.60×10-3).

Figure 4:
Original SPE2 permeability field (k).

Figure 5:
Original SPE2 porosity field (ϕ ).

Figure 6:
Permeability field (section taken from the original field displayed in Figure 4).

Figure 7:
Porosity field (section taken from the original field displayed in Figure 5).

To perform the simulations we used the computational code developed by the Reservoir Simulation Group of the National Laboratory of Scientific Computation (LNCC) in the scope of the project Modeling and Numerical Simulation of Flows in Heterogeneous Reservoirs with Geomechanical Coupling of the Petrobras SIGER Network and ran in the Altix-XE Cluster 11 Cluster Altix-XE website. http://www.lncc.br/altix-xe/ (2018). (accessed: July 24, 2018).
http://www.lncc.br/altix-xe/...
using 2 threads.

In the following simulations we analyze five scenarios:

  • Case 0: k and ϕ homogeneous;

  • Case 1: k heterogeneous and ϕ homogeneous;

  • Case 2: k homogeneous and ϕ heterogeneous;

  • Case 3: k and ϕ heterogeneous, and;

  • Case 4: the inverse of the relation KC (2.22) with S=4.47×104 are used to generate the ϕ from k (Figure 6).

The parameters c and 𝒮 are chosen such that the average of the porosity field is equal to the original one. The fluid properties were adapted from SPE2 benchmark and are presented in Table 1. The parameters associated with the five-spot problem described at section 2 are given in Table 2. In addition, we present the relative permeability functions

k r w = S w - S r w 1 - S r w 2 , and k r o = 1 - S r o - S w 1 - S r o 2 , (3.1)

where S rw and S ro are the residual saturations of water and oil, respectively.

Table 1:
Fluid Properties.

Table 2:
Five-spot parameters.

Figure 8 exhibits the water saturation results at t = 180, 360, 540, 720 and 900 days for Case 0 (k and ϕ homogeneous) which are used only for comparison with heterogeneous cases. These results are consistent with those found in 4141 A. Rosa, R. de Souza Carvalho & J. Xavier. “Engenharia de reservatórios de petróleo”. Interciência (2006). URL https://books.google.com.br/books?id=aSUNAQAACAAJ.
https://books.google.com.br/books?id=aSU...
.

Figure 8:
Water saturation at different times for Case 0.

Figures 9 and 10 display the water front behavior at t = 180, 360, 540, 720 and 900 days for Cases 1 and 2, respectively. We notice that the viscous fingering process is more pronounced in Case 1, where the permeability is heterogeneous, which provides an early breakthrough when compared to Case 2 (homogeneous permeability and heterogeneous porosity) as it can be seen in Figure 11 where it is shown the oil production curves for both cases. These results explain, in part, the reason why many studies on stochastic porous media flows consider heterogeneities only in the permeability fields (see 88 M.R. Borges, F. Furtado , F. Pereira & H.P.A. Souto. Scaling Analysis for the Tracer Flow Problem in Self-Similar Permeability Fields. Multiscale Modeling & Simulation, 7(3) (2008), 1130-1147.), (1414 G. Dagan. “Flow and transport in porous formations”. Springer-Verlag (1989), 465 pp.), (1616 L.J. Durlofsky. Numerical calculation of equivalent grid block permeability tensors for heterogeneous porous media. Water Research Resources, 27(5) (1991), 699-708.), (1717 Y. Efendiev, T. Hou & W. Luo. Preconditioning Markov Chain Monte Carlo Simulations Using Coarse-Scale Models. SIAM J. Sci. Comput., 28 (2006), 776-803.), (2020 L. Gelhar. “Stochastic Subsurface Hydrology”. Prentice-Hall (1993). URL https://books. google.com.br/books?id=LEBNAQAAIAAJ.
https://books. google.com.br/books?id=LE...
).

Figure 9:
Water saturation at different times for Case 1.

Figure 10:
Water saturation at different times for Case 2.

Figure 11:
Comparison of oil production for Cases 1 and 2 as a function of time.

The water saturation at t = 180, 360, 540, 720 and 900 days for Case 3 (k and ϕ heterogeneous, without any relation) is exbihited in Figure 12. These results are very similar to those obtained for Case 1 (Figure 9), where the porosity field is homogeneous. The porosity heterogeneities have a small impact on the viscous fingering process when the porosity and permeability fields are not related. This fact is confirmed by the similarity of the production curves from Cases 1 and 3 (Figure 13). Once again, these behaviors support the hypothesis assumed in the most of stochastic porous media flows studies, that only the permeability field is usually considered heterogeneous.

Figure 12:
Water saturation at different times for Case 3.

Figure 13:
Comparison of oil production for Cases 1 and 3 as a function of time.

In Figure 14 the water saturation at t = 180, 360, 540, 720 and 900 days is showed to Case 4 (KC relation), where the porosity and permeability fields strongly related. Unlike the previous cases, we can observe a strong influence of the porosity heterogeneities on the viscous fingering process.

Figure 14:
Water saturation at different times for Case 4.

To better compare Cases 1, 2, 3 and 4 the water saturation plots at 720 days are displayed in Figure 15. It is possible to observe that the variation (variance) in the porosity fields is typically smaller than that in the permeability fields. Therefore, when there is no relationship between the permeability and porosity fields, the porosity heterogeneities yield little influence on the viscous fingering process, if compared to the effects produced by the heterogeneities in the permeability field. These observations justify the hypothesis that the porosity field is homogeneous, taken into account by many works in the literature. On the other hand, if there is a strong relationship between permeability and porosity fields (Figure 15-c) the porosity heterogeneities play an important role in the formation and development of the viscous fingering process. In this case, high permeability zones with higher local velocities are associated to high porosity zones, i.e., zones with larger capacitance. This scenario promotes a desirable delay in the water front and, consequently, in the breakthrough time. After the breakthrough time, part of the injected water displaces the oil while the other part starts to be produced, generating a decline in the production of the reservoir. 4141 A. Rosa, R. de Souza Carvalho & J. Xavier. “Engenharia de reservatórios de petróleo”. Interciência (2006). URL https://books.google.com.br/books?id=aSUNAQAACAAJ.
https://books.google.com.br/books?id=aSU...
. To illustrate this issue, Figure 16 displays the oil production as a function of time (days) for all simulated scenarios. The constant part of the graph shows the period before the breakthrough time, that is, a period in which all the injected water remains in the porous medium producing the same amount of oil. Although the same permeability field is considered in Cases 1, 3 and 4, when the KC relation (Case 4) is applied, it is observed a delay of about 395 days in the breakthrough time if compared with homogeneous and uncorrelated porosity fields (Cases 1 and 3, respectively).

Figure 15:
Water saturation at t=720d for the four cases.

Figure 16:
Comparison of oil production for the four cases as a function of time.

4 CONCLUSION

The Numerical simulations of the secondary oil recovery process from a highly heterogeneous reservoir presented in this work showed that not only the existence of heterogeneities in the permeability and porosity fields are important in the flow pattener, but also the possible relations between these fields can play a relevant role in the development of the viscous fingering phenomenon with pronounced impact on the oil production. For example, when the well known Kozeny-Carman relation was applied in the experiments, a delay in the advance of the water front, causing a larger oil recovery, was observed compared to the case in which the porosity field is considered constant or it is not related to permeability. Finally, we comment that these observations suggest that the simplifying hypothesis, widely used in stochastic studies, that only the permeability field is heterogeneous should be applied only in specific cases.

ACKNOWLEDGMENT

The first author thanks the National Council for Scientific and Technological Development (CNPq) for the scholarship that supported the execution of this work.

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Publication Dates

  • Publication in this collection
    03 Aug 2020
  • Date of issue
    May-Aug 2020

History

  • Received
    15 Dec 2018
  • Accepted
    24 Apr 2020
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