Hindawi Publishing Corporation The Scientific World Journal Volume 2013, Article ID 470174, 7 pages http://dx.doi.org/10.1155/2013/470174
Research Article Mathematical Model and Solution for Fingering Phenomenon in Double Phase Flow through Homogeneous Porous Media Piyush R. Mistry, Vikas H. Pradhan, and Khyati R. Desai Department of Applied Mathematics & Humanities, S.V.N.I.T., Surat 395007, India Correspondence should be addressed to Piyush R. Mistry;
[email protected] Received 30 August 2013; Accepted 26 September 2013 Academic Editors: J. Lei and H. Steffen Copyright Β© 2013 Piyush R. Mistry et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. The present paper analytically discusses the phenomenon of fingering in double phase flow through homogenous porous media by using variational iteration method. Fingering phenomenon is a physical phenomenon which occurs when a fluid contained in a porous medium is displaced by another of lesser viscosity which frequently occurred in problems of petroleum technology. In the current investigation a mathematical model is presented for the fingering phenomenon under certain simplified assumptions. An approximate analytical solution of the governing nonlinear partial differential equation is obtained using variational iteration method with the use of Mathematica software.
1. Introduction Analytical and numerical simulation of the problems arising in oil-water displacement has become a predictive tool in oil industry. In oil recovery process, oil is produced by simple natural decompression without any pumping effort at the wells. This stage is referred to as primary recovery, and it ends when a pressure equilibrium between the oil field and the atmosphere occurs. Primary recovery usually leaves 70%β85% of oil in the reservoir. To recover part of the remaining oil, a fluid (usually water) is injected into some wells (injection wells) while oil is produced through other wells (production wells). This process serves to maintain high reservoir pressure and flow rates. It also displaces some of the oil and pushes it toward the production wells. This stage of oil recovery is called secondary recovery process. It is a very well-known physical fact that when a fluid having greater viscosity flowing through a porous medium is displaced by another fluid of lesser viscosity then, instead of regular displacement of whole front, protuberance takes place which shoot through the porous medium at a relatively very high speed, and fingers have been developed during this process as shown in Figure 1. This phenomenon is called fingering or instability phenomenon. In the statistical treatment of
the fingers only average cross-sectional area occupied by the fingers is considered while the size and shape of the individual fingers are neglected [1]. Many researchers have discussed this phenomenon from various view points. Sheideger and Johnson have discussed the statistical behavior of fingering in homogeneous porous media without capillary pressure [1]. Verma has examined the behavior of fingering in a displacement process through heterogeneous porous media with capillary pressure and pressure dependent phase densities [2]. Mehta has used special relation with capillary pressure and he used singular perturbation technique to find its solution [3]. Verma and Mishra have discussed similarity solution for instability phenomenon in double phase flow through porous media [4]. Pradhan et al. have discussed the solution of instability phenomenon by finite element method [5]. Meher et al. discussed the solution of instability phenomenon arising in double phase flow through porous medium with capillary pressure using Exponential self similar solutions technique [6]. Patel et al. have discussed the power series solution of fingering phenomena in homogeneous porous media [7]. All the above researches have neglected the external sources and sink in the mass conservation equations. In the present study the mathematical model has been presented by considering the mass flow rates of oil and water in the equations of
2
The Scientific World Journal Surface of contact
x=0
Injected fluid
Native fluid
Native fluid (oil) Injected fluid (water)
Figure 2: Schematic presentation of fingering (instability) phenomenon.
L
Figure 1: Representation of fingers in a cylindrical piece of homogeneous porous media.
The capillary pressure ππΆ, defined as the pressure discontinuity of the flowing phases across their common interface, is given by
continuity, and the governing nonlinear partial differential equation has been obtained for saturation of injected water.
ππΆ = ππ β ππ .
For definiteness we assume capillary pressure ππΆ as a linear function of the saturation of water (ππ ) as
2. Statement of Problem As shown in Figure 1, a welldeveloped fingers flow is furnished on account of uniform water injection into the oil saturated isotropic, homogeneous porous medium. The schematic presentation of fingers is expressed in Figure 2. Our particular interest in the present investigation is to develop a mathematical model by considering the mass flow rate of oil and water and discuss the fingering phenomenon analytically by using variational iteration method.
3. Mathematical Formulation The seepage velocity of water (injected fluid) (ππ ) and oil (native fluid) (ππ ) is given by Darcyβs law [8] ππ = β ππ = β
ππ ππ πΎ( π), ππ ππ₯ ππ ππ πΎ( π), ππ ππ₯
(1)
π (πππ ππ ) π (ππ ππ ) + = ππ , ππ‘ ππ₯
(2)
(5)
where π½ is a positive constant. The relative permeability of water and oil is considered from the standard relationship due to Scheidegger and Johnson [1] given by ππ = ππ ,
(6)
ππ = ππ = 1 β ππ .
(7)
The equations of motion for saturation are obtained by substituting the values of (1) in (2), respectively, as π (πππ ππ ) π ππ π = ππ + [πΎππ π π ] , ππ‘ ππ₯ ππ ππ₯
(8)
π (πππ ππ ) π ππ π = ππ + [πΎππ π π ] . ππ‘ ππ₯ ππ ππ₯
(9)
π (πππ ππ ) π ππ ππ π = ππ + [πΎππ π ( π β πΆ )] . ππ‘ ππ₯ ππ ππ₯ ππ₯
(10)
Combining (9) and (10) and using (3) we get 0=(
ππ ππ + ) ππ ππ
π ππ π π ππ π + [(πΎ π + πΎ π ) π β πΎ π πΆ ] . ππ₯ ππ ππ ππ₯ ππ ππ₯
(11)
Integrating (11) with respect to π₯,
where ππ and ππ are the constant mass flow rate of water and oil, ππ and ππ are density of water and oil, ππ and ππ are the saturation of water and oil, respectively, and π is the porosity of the medium. From the definition of phase saturation [1], ππ + ππ = 1.
ππΆ = βπ½ππ ,
Eliminating πππ /ππ₯ from (4) and (8) we get
where πΎ is the permeability of the isotropic, homogeneous porous medium, ππ and ππ are the respective relative permeability of water and oil, and ππ and ππ are the respective pressure of water and oil, ππ and ππ are the respective viscosity of water and oil. The equations of continuity of two phases are given as [8] π (πππ ππ ) π (ππ ππ ) + = ππ , ππ‘ ππ₯
(4)
(3)
πΆ1 = (
ππ ππ + )π₯ ππ ππ
π ππ π π ππ + (πΎ π + πΎ π ) π β πΎ π πΆ , ππ ππ ππ₯ ππ ππ₯ where πΆ1 is a constant of integration.
(12)
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3
On simplifying,
in (19), we get
πππ πΆ1 = ππ₯ (πΎ (ππ /ππ ) + πΎ (ππ /ππ )) + β
πΎ (ππ /ππ ) πππΆ (πΎ (ππ /ππ ) + πΎ (ππ /ππ )) ππ₯
ππ πππ π =π΄+ [ππ π ] , ππ ππ ππ
(21)
(13) where π΄ = 2ππ πΏ2 ππ /πΎπ½ππ . In order to solve (21) completely the following specific initial and boundary conditions are considered:
((ππ /ππ ) + (ππ /ππ )) π₯ . (πΎ (ππ /ππ ) + πΎ (ππ /ππ ))
Substituting the value of (13) in (10),
ππ (π, 0) = π (π) ,
π (πππ ) ππ‘
ππ (0, π) = π1 (π) ,
[ [ [ ππ π [ [ ππ = + [πΎ ππ ππ₯ [ ππ [ [ [ [
πΆ1 (πΎ (ππ /ππ ) + πΎ (ππ /ππ ))
] ] ] ( )] ( πΎ (ππ /ππ ) πππΆ )] . (+ )] ( (πΎ (π /π ) + πΎ (π /π )) ππ₯ )] π π π π ] ] ] ((ππ /ππ ) + (ππ /ππ )) π₯ ππ β πΆ β ππ₯)] ( (πΎ (ππ /ππ ) + πΎ (ππ /ππ )) (14)
Expressing ππ as ππ = π + (1/2)ππΆ, where π = (ππ + ππ )/2 is a constant mean pressure, we have πππ 1 πππΆ = . ππ₯ 2 ππ₯ ππ ππ + )π₯ ππ ππ
(16)
Substituting the value of πΆ1 in (14) and on simplification we have π (πππ ) ππ πΎπ ππ π = + [β π πΆ ] . ππ‘ ππ ππ₯ 2ππ ππ₯
(17)
Using (6) and (5) in (17) and after some simplification, we get π (ππ ) ππ πΎπ½ π ππ = +( ) [π π ] ππ‘ ππ 2ππ ππ₯ π ππ₯
(18)
or πΎπ½ π πππ ππ π = π +( ) [π π ] , ππ‘ πππ 2πππ ππ₯ π ππ₯
π₯ , πΏ
π=
Following the variational iteration method [9β11], we obtain the following iteration formula for (21): πππ+1 (π, π) = πππ (π, π) π
+ β« [(β1) ( 0
ππππ ππ
β
ππππ π [π ] β π΄)] ππ. ππ ππ ππ (23)
πΎπ½ π‘, 2ππ ππΏ2
[ π [πππ ] = (β1) β« [ [( 0 [
ππππ
π[
[
β
ππ ππππ
π [π ]βπ΄ ππ ππ ππ
] ] )] ] ππ. (24) ] ]
Define the components Vπ , π = 0, 1, 2, . . ., as V0 = π (π) = 0.01π2 , V1 = π [V0 ] , V2 = π [V0 + V1 ] ,
(25)
.. . (19)
where porosity π and permeability πΎ are treated as constant for isotropic, homogeneous porous medium. Considering the dimensionless variables, π=
4. Solution of Problem
Define the operator π[πππ ] as
π 1 πππΆ π π ππ + (πΎ π + πΎ π ) β πΎ π πΆ. ππ ππ 2 ππ₯ ππ ππ₯
π
ππ (πΏ, π) = π2 (π) .
(15)
Thus from (15) and (12) we get πΆ1 = (
(22)
(20)
Vπ+1 = π [V0 + V1 + β
β
β
+ Vπ ] . Here the initial approximation V0 is assumed from the initial condition where the function π(π) is considered to be in parabolic nature. Pradhan et al. [5] have discussed the fingering phenomenon numerically by assuming π(π) to be a linear function of space variable.
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Using (24) and (25) we get the following iterations with the help of Mathematica software: π
πV πV π V1 = β β« [( 0 β π΄ β [V0 0 ])] ππ, ππ ππ ππ 0 2
V1 = π (0.68 + 0.0006π ) , π {V0 + V1 } ππ π V2 = β β« ( ) ππ, βπ΄ 0 π {V0 + V1 } π β ({V0 + V1 } ) ππ ππ β20
V2 = β2.71051 Γ 10
ππ
β7
+ π2 (0.0068 + 0.000036π2 ) , π {V0 + V1 + V2 } ππ βπ΄
) ) ππ, )
β11
+ 5.184 Γ 10
2
π)
β8
2
+ π (0.00001564 + 8.64 Γ 10 π ) 3
π {V0 + V1 + V2 + V3 } ππ βπ΄
+ π12 (7.18117 Γ 10β18 + 1.72761 Γ 10β19 π2 ) + π11 (4.41144 Γ 10β16 + 9.59781 Γ 10β18 π2 )
+ π8 (3.26248 Γ 10β11 + 4.73225 Γ 10β13 π2 ) ) ) ππ, )
{V0 + V1 + V2 + V3 } π ) ( ππ π {V0 + V1 + V2 + V3 } ( ) ππ
V4 = π (3.31505 Γ 10
+ π13 (8.590445 Γ 10β20 + 2.30347 Γ 10β21 π2 )
+ π9 (8.47521 Γ 10β13 + 1.52854 Γ 10β14 π2 )
β
β24
+ π15 (3.31505 Γ 10β24 + 7.89762 Γ 10β26 π2 )
+ π10 (2.07243 Γ 10β14 + 4.22303 Γ 10β16 π2 )
2
+ π (0.000045333 + 0.00000144π ) ,
15
(26)
+ 1.974405746938776 Γ 10β23 π2 )
+ π5 (3.5904 Γ 10β7 + 2.592 Γ 10β9 π2 )
π( V4 = β β« ( ( 0
+ π4 (2.2667 Γ 10β7 + 4.32 Γ 10β8 π2 ) .
+ π14 (7.25168 Γ 10β22
V3 = π7 (5.59543 Γ 10β11 + 4.44343 Γ 10β13 π2 )
4
+ π5 (4.6512 Γ 10β7 + 4.1472 Γ 10β9 π2 )
= 0.01π2
{V0 + V1 + V2 } π ) ( ππ π {V0 + V1 + V2 } ( ) ππ
+ π (4.896 Γ 10
+ π6 (2.77168 Γ 10β8 + 2.592 Γ 10β10 π2 )
ππ (π, π) = V0 + V1 + V2 + V3 + V4
β
β9
+ π7 (1.047744 Γ 10β9 + 1.24416 Γ 10β11 π2 )
Further approximations can be similarly obtained. Considering the first four approximations, the resulting approximate analytical solution is given by
2
+ π (0.000272 + 7.2 Γ 10 π )
6
+ π8 (3.26248 Γ 10β11 + 4.73225 Γ 10β13 π2 )
2
3
π( V3 = β β« ( ( 0
+ π9 (8.47521 Γ 10β13 + 1.52854 Γ 10β14 π2 )
β26
+ 7.89762 Γ 10
2
π)
+ π14 (7.25168 Γ 10β22 + 1.97441 Γ 10β23 π2 )
+ π7 (1.1037 Γ 10β9 + 1.28859 Γ 10β11 π2 ) + π6 (3.26128 Γ 10β8 + 3.1104 Γ 10β10 π2 ) + π5 (8.2416 Γ 10β7 + 6.7392 Γ 10β9 π2 ) + π4 (0.00001587 + 1.296 Γ 10β7 π2 )
+ π13 (8.59045 Γ 10β20 + 2.30347 Γ 10β21 π2 )
+ π3 (0.00031733 + 0.00000216π2 )
+ π12 (7.18117 Γ 10β18 + 1.72761 Γ 10β19 π2 )
+ π2 (0.0068 + 0.000036π2 )
+ π11 (4.41144 Γ 10β16 + 9.59781 Γ 10β18 π2 ) + π10 (2.07243 Γ 10β14 + 4.22303 Γ 10β16 π2 )
+ π (0.68 + 0.0006π2 ) . (27)
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5 0.7
Theorem 1. Let
0.6
{ (β1)π { { (π β π‘)πβ1 π‘{ { β 1)! (π π΄ [π’] = β« { 0 { { { { [(πΏπ’π (π) + ππ’π (π) β π (π))] {
} } } } } ππ } } } } } }
(28)
be an operator from Hilbert space H to H. The series solution π’(π‘) = ββ π=0 Vπ converges if β0 < πΎ < 1 such that βVπ+1 β β€ πΎβVπ β βπ β π βͺ {0} [10], where
Saturation of water (Si )
4.1. Convergent Analysis
0.5 0.4 0.3 0.2 0.1 0
V0 = π’0 ,
0
π½2 = π½3 = π½4 =
0.5
0.6
0.7
0.8
0.9
1
X = 0.6 X = 0.8 X= 1
0.7
= 68.06, = 0.0104 < 1,
0.6 Saturation of water (Si )
Remark 2. If the first finite π½π , π = 1, 2, . . . , π, are not less than one and π½π β€ 1 for π > π, then, of course, the series solution ββ π=0 Vπ (π‘) of problem converges. In other words, the finite terms do not affect the convergence of the series solution [10]:
π½1 =
0.4
Figure 3: The plot of time (π) versus saturation of water (ππ ) for different values of distance (π).
Vπ+1 = π΄ [V0 + V1 + β
β
β
+ Vπ ] .
π½0 =
0.3
X= 0 X = 0.2 X = 0.4
(29)
.. .
σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V1 σ΅©σ΅© σ΅©σ΅©σ΅©V0 σ΅©σ΅©σ΅© σ΅© σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V2 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V1 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V3 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V2 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V4 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V3 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V5 σ΅©σ΅© σ΅©σ΅© σ΅©σ΅© σ΅©σ΅©V4 σ΅©σ΅©
0.2
Time (T)
V1 = π΄ [V0 ] , V2 = π΄ [V0 + V1 ] ,
0.1
0.5 0.4 0.3 0.2 0.1 0
= 0.0088 < 1,
0
0.1
0.2
= 0.0190 < 1
.. . Based on the above theorem the approximate analytical solution given by (27) is convergent.
5. Numerical and Graphical Presentation of Solution The numerical values of the saturation of water ππ (π, π) are shown in Table 1 for different values of time and distance. The graphical representation of the same has been shown in Figures 3 and 4. From Figures 3 and 4, it is observed that saturation of injected water increases with the space variable π and time variable π. This resembles well with the physical phenomenon of the problem.
0.4
0.5
0.6
0.7
0.8
0.9
1
Distance (X)
(30) = 0.0122 < 1,
0.3
T=0 T = 0.2 T = 0.4
T = 0.6 T = 0.8 T=1
Figure 4: The plot of distance (π) versus saturation of water (ππ ) for different values of time (π).
6. Conclusion In the present investigation the phenomenon of fingering has been analytically discussed by considering the mass flow rate of injected water to determine the saturation of injected water for different values of time and distance. It is concluded that by considering the mass flow rate of oil and water, the saturation of injected water advances faster in comparison with the saturation of injected water neglecting the mass flow rate. The values of parameters used in present investigation are shown in Table 2; however the parameters π and πΎ can be assumed as the function of space variable in the case of anisotropic, heterogeneous porous medium, and the relative permeabilities ππ and ππ are assumed as function of saturation under the equilibrium condition. These relative
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The Scientific World Journal Table 1: Numerical values of saturation of water at different values of time and distance. π
π
ππ π=0
ππ π = 0.2
ππ π = 0.4
ππ π = 0.6
ππ π = 0.8
ππ π=1
π=0 π = 0.2 π = 0.4 π = 0.6 π = 0.8 π=1
0 0.0004 0.0016 0.0036 0.0064 0.01
0.136275 0.136679 0.137894 0.139918 0.142752 0.146396
0.273109 0.273519 0.274748 0.276797 0.279666 0.283355
0.410519 0.410934 0.412178 0.414253 0.417158 0.420892
0.548521 0.548941 0.550202 0.552303 0.555244 0.559025
0.687134 0.687560 0.688836 0.690964 0.693943 0.697772
Table 2: Values of different parameters. Parameter ππ ππ π½ ππ πΎ πΏ π΄
Value 0.68 Γ 10β3 Pa sec 0.01 kg/m3 sec 20 k Pa 1000 kg/m3 10β12 m2 1m 0.6800
permeabilities can also be assumed as a function of effective saturation under the nonequilibrium effects. The capillary pressure ππΆ has been assumed to depend only on the saturation of the wetting phase (water); this capillary pressure can also depend on the surface tension, porosity, permeability, and the contact angle with the rock surface of the wetting phase which in turn depends on the temperature and fluid composition; with such assumption on capillary pressure the parameters can also be included to study its effect in future. Darcy law is considered in two-phase system without the gravitational forces; the differential form of the Darcy law can be extended to three-phase system with and without gravitational forces. The present mathematical model for onedimensional flow can also be extended to two-dimensional, three-dimensional flows for isotropic, homogeneous and anisotropic, heterogeneous porous media. In the present study the mass conservation equation and Darcyβs law are considered for isothermal flows where the effect of temperature to the system is neglected; however, the mathematical model can be developed for nonisothermal flows. Analytical methods are the most widely used classical reservoir engineering methods in the petroleum industry in predicting petroleum reservoir performance. We concluded that the present variational iteration method used for finding the approximate analytical solution was found to be easy, accurate, and efficient in comparison with other analytical methods.
Nomenclature ππ : Seepage velocity of injected fluid (meter/second) ππ : Seepage velocity of native fluid (meter/second)
πΎ: Permeability of homogeneous porous medium (meter2 ) ππ : Relative permeability of injected fluid (dimensionless) ππ : Relative permeability of native fluid (dimensionless) ππ : Viscosity of injected fluid (pascal second) ππ : Viscosity of native fluid (pascal second) ππ : Density of injected fluid (kg/meter3 ) ππ : Density of native fluid (kg/meter3 ) ππ : Mass flow rate of water (kg/(secondβ
meter3 )) ππ : Mass flow rate of oil (kg/(secondβ
meter3 )) ππ : Pressure of injected fluid (pascal) ππ : Pressure of native fluid (pascal) π: Porosity of homogeneous porous medium (dimensionless) π½: Capillary pressure coefficient (pascal) ππ : Saturation of water (dimensionless) π₯: Linear coordinate for distance (meter) π‘: Linear coordinate for time (second) π: Linear coordinate for distance (dimensionless) π: Linear coordinate for time (dimensionless) πΏ: Length of porous medium (meter) ππΆ: Capillary pressure (pascal).
References [1] A. E. Schedegger and Johnson, βThe stastical behavior of instabilities in displacement process in porous media,β Canadian Journal of Physics, vol. 39, no. 2, pp. 326β334, 1961. [2] A. P. Verma, βStatistical behavior of fingering in a displacement in heterogeneous porous media with capillary pressure,β Canadian Journal of Physics, vol. 47, no. 3, pp. 319β324, 1969. [3] M. N. Mehta, An asymptotic expansion in fluid flow through porous media [Ph.D. thesis], Veer Narmad South Gujarat University, Surat, India, 1978. [4] A. P. Verma and S. K. Mishra, βSimilarity solution for instabilities in double-phase flow through porous media,β Journal of Applied Physics, vol. 44, no. 4, pp. 1622β1624, 1973. [5] V. H. Pradhan, M. N. Mehta, and T. Patel, βNumerical solution of nonlinear equation representing one dimensional instability phenomena in porous media by finite element technique,β
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International Journal of Advanced Engineering Technology, vol. 2, no. 1, pp. 221β227, 2011. R. Meher, M. N. Mehta, and S. K. Meher, βExponential self similar solutions technique for instability phenomenon arising in double phase flow through porous medium with capillary pressure,β Applied Mathematical Sciences, vol. 4, no. 25-28, pp. 1329β1335, 2010. K. R. Patel, M. N. Mehta, and T. R. Patel, βThe power series solution of fingering phenomenon arising in fluid flow through homogeneous porous media,β International Journal on Applications and Applied Mathematics, vol. 6, no. 2, pp. 497β509, 2011. Z. Chen, Reservoir Simulation-Mathematical Techniques in Oil Recovery, Society for Industrial and Applied Mathematics, 2007. J.-H. He, βVariational iteration methodβa kind of non-linear analytical technique: some examples,β International Journal of Non-Linear Mechanics, vol. 34, no. 4, pp. 699β708, 1999. Z. M. Odibat, βA study on the convergence of variational iteration method,β Mathematical and Computer Modelling, vol. 51, no. 9-10, pp. 1181β1192, 2010. A.-M. Wazwaz, βThe variational iteration method: a powerful scheme for handling linear and nonlinear diffusion equations,β Computers and Mathematics with Applications, vol. 54, no. 7-8, pp. 933β939, 2007.
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