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IOSR Journal of Mathematics (IOSR-JM)
e-ISSN: 2278-5728, p-ISSN: 2319-765X. Volume 11, Issue 1 Ver. V (Jan - Feb. 2015), PP 42-45
www.iosrjournals.org
DOI: 10.9790/5728-11154245 www.iosrjournals.org 42 | Page
A solution of the Burger’s equation arising in the Longitudinal
Dispersion Phenomena in Fluid Flow through Porous Media by
Sumudu transform Homotopy perturbation Method
Twinkle Singh1
, Bhumika G. Choksi2
, M.N.Mehta3
, Shreekant Pathak4
Applied Mathematics and Humanities Department, SaradarVallabhbhai National Institute of Technology,
Surat-395007
Abstract: The goal of the paper is to examine the concentration of the longitudinal dispersion phenomenon
arising in fluid flow through porous media. The solution of the Burger’s equation for the dispersion problem is
presented by approach to Sumudu transformation. The solution is obtained by using suitable conditions and is
more simplified under the standard assumptions.
Keywords: Longitudinal Dispersion phenomenon, porous media, Sumudu transform.
I. Introduction
The present paper discusses the solution of Burger’s equation [7] which represents longitudinal
dispersion of miscible fluid flow through porous media.
Miscible displacement is one type of poly-phase flow in porous media, where both of the phases are
completely soluble in each other. Hence the capillary forces between these two fluids do not come into effect.
The miscible displacement could be described in a very simple form as follows:
The mixture of the fluids, under the conditions of complete miscibility, could be thought to behave as a
single-phase fluid. Therefore it will obey the Darcy’s law.
The change of connection would be caused by diffusion along the flow channels and thus be governed
by diffusion of one fluid into the other.
The problem is to find the concentration as a function of time t and position x, as two miscible fluids
flow through porous media on either sides of the mixed region, the single fluid equation describes the motion of
the fluid. The problem becomes more complicated in one dimension with fluids of equal properties. Hence the
mixing takes place longitudinally as well as transversely at time t = 0, a dot of fluid having C0concentration is
injected over the phase. It is shown in figure-1. The dot moves in the direction of flow as well as perpendicular
to the flow. Finally, it takes the shape of ellipse with a different concentration Cn.
Figure-1 Longitudinal Dispersion Phenomenon
Many researchers have contributed in various physical phenomena. Patel and Mehta [14] have worked
on Burger’s equation for longitudinal dispersion of miscible fluid flow through porous media. Meher and Mehta
[13] have discussed on a new approach to Backlund transformation to solve Burger’s equation in longitudinal
dispersion phenomenon. Borana, Pradhan and Mehta [12] have discussed numerical solution of Burger’s
equation.
To solve the differential equations, the integral transform is extensively applied and thus there are
several works on the theory and application of integral transforms. In the sequence of these transforms,
Watugala [4] introduced a new integral transform, named the Sumudu transform, and further applied it to the
solution of ordinary differential equation in control engineering problems; see [4]. For further details and
properties of Sumudu transform see [1,3,5,8-10]. The Sumudu transform is defined over the set of the functions
A = f(t)/∃M,τ1, τ2 > 0, f t < Me
t
τj , if tϵ −1 j
× 0, ∞ (1)
by the following formula:
A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena…
DOI: 10.9790/5728-11154245 www.iosrjournals.org 43 | Page
f u = S f t ; u = f ut e−t
dt,
∞
0
u ∈ −τ1, τ2 (2)
II. Mathematical Formulation Of The Problem
According to Darcy’s law, the equation of continuity for the mixture, in the case of compressible fluids
is given by
∂ρ
∂t
+ ∇ ∙ ρv = 0 3
whereρ is the density for the mixture and v is the pore seepage velocity.
The equation of diffusion for a fluid flow through a homogeneous porous medium, without increasing or
decreasing the dispersing material is given by
∂C
∂t
+ ∇ ∙ Cv = ∇ ∙ ρD∇
C
ρ
4
Where C is the concentration of the fluid, D is the tensor coefficient of dispersion with nine components Dij .
In a laminar flow through homogeneous porous medium at a constant temperature,ρ is constant.
Then∇ ∙ v = 0 5
Thus equation (4) becomes
∂C
∂t
+ v ∙ ∇C = ∇ ∙ D∇C (6)
When the seepage velocity is the along x-axis, the non-zero components are D11 = DL ≅ x2
(coefficient of longitudinal dispersion, is a function of x along the x-axis) and other Dij are zero. In this case
equation (6) becomes
∂C
∂t
+ u
∂C
∂x
= x2
∂2
C
∂x2
7
where u is the component of velocity along the x-axis, which is time dependent, as well as concentration along
the x-axis in x > 0 direction, and it is cross-sectional flow velocity of porous medium.
∴ u =
C x, t
C0
, for x > 0 (8)
The boundary and initial conditions in longitudinal direction are
C 0, t = C1 t > 0 9
C x, 0 = C0 x > 0 10
where C0 is the initial concentration of the tracer (one fluid A) and C1 is the concentration of the tracer (of the
same fluid) at x = 0.
Hence equation (7) becomes
∂C
∂t
+
C
C0
∂C
∂x
= x2
∂2
C
∂x2
11
Consider the dimensionless variables
X =
C0
L
x, T =
t
L
; 0 ≤ x ≤
L
C0
and t ≥ 0 12
Thus equation (11) becomes
∂C
∂T
+ C
∂C
∂X
= LX2
∂2
C
∂X2
∴
∂C
∂T
+ C
∂C
∂X
= ε
∂2
C
∂X2
where ε = LX2
13
where C 0, T = C1 T > 0
C X, 0 = C0′ X > 0
Equation (13) is the non-linear Burger’s equation for longitudinal dispersion arising in fluid flow through porous
media.
Choose the transformation [2, 6,14]
C = ΨX , Ψ = −2εlogξ 14
which reduces equation (13) to the diffusion type Heat equation as
A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena…
DOI: 10.9790/5728-11154245 www.iosrjournals.org 44 | Page
ξT = εξXX 15
whereε = LX2
∴
∂ξ
∂T
= LX2
∂2
ξ
∂X2
16
where ξ 0, T = 0
ξ X, 0 = X2
Applying Sumudu transform to equation (16), we get
S
∂ξ
∂T
= LX2
S
∂2
ξ
∂X2
∴
1
u
S ξ X, T −
1
u
ξ X, 0 = LX2
S ξXX
∴ S ξ X, T = X2
+ LuX2
S ξXX 17
Applying inverse Sumudu transform on equation (17), we get
ξ X, T = X2
+ 𝐿𝑋2
𝑆−1
𝑢𝑆 𝜉 𝑋𝑋 18
Now applying Homotopy Perturbation method, we get
𝑝 𝑛
𝜉 𝑛 𝑋, 𝑇
∞
𝑛=0
= 𝑋2
+ 𝑝 𝐿𝑋2
𝑆−1
𝑢𝑆 𝜉 𝑋𝑋 19
Comparing the coefficient of like powers of p, we get
𝑝0
: 𝜉0 𝑋, 𝑇 = 𝑋2
20
𝑝1
: 𝜉1 𝑋, 𝑇 = 𝐿𝑋2
𝑆−1
𝑢𝑆 (𝜉0) 𝑋𝑋 = 2𝐿𝑋2
𝑇 21
𝑝2
: 𝜉2 𝑋, 𝑇 = 𝐿𝑋2
𝑆−1
𝑢𝑆 (𝜉1) 𝑋𝑋 = 22
𝐿2
𝑋2
𝑇2
2!
22
Proceeding in a similar manner, we get
𝑝3
: 𝜉3 𝑋, 𝑇 = 23
𝐿3
𝑋2
𝑇3
3!
,
𝑝4
: 𝜉4 𝑋, 𝑇 = 24
𝐿4
𝑋2
𝑇4
4!
, 23
Thus the solution 𝜉(𝑋, 𝑇) is given by
𝜉 X, T = X2
1 + 2LT+ 22
L2
T2
2!
+ 23
L3
T3
3!
+ 24
L4
T4
4!
+ ⋯
ξ X, T = X2
e2LT
24
Now to find C, using equation (14), we get
C =
∂
∂X
−2εlogξ
∴ C =
∂
∂X
−2LX2
log X2
e2LT
∴ C = −4LX 1 + log X2
e2LT
25
OR C = −4C0x 1 + 2 log
C0
L
x + 2t
The solution (25) represents the concentration of the longitudinal dispersion phenomenon for any value of x
and for any time t.
III. Concluding Remark
Expression (25) represents the solution of Burger’s equation arising in longitudinal dispersion phenomenon in
fluid flow through porous media which is the concentration for any time
= 0.1, 0.2,0.3,0.4, 0.5, 0.6, 0.7,0.8,0.9 and 1.0. The graph shows the concentration versus distance x when time
t is fixed, and it is observed over here is that after distance 0.01, concentration was increased scatterely.
x
t
0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10
0.1 0.3204 0.5299 0.6976 0.8380 0.9583 1.0624 1.1532 1.2325 1.3017 1.3621
0.2 0.3124 0.5139 0.6736 0.8060 0.9183 1.0144 1.0972 1.1685 1.2297 1.2821
0.3 0.3044 0.4979 0.6496 0.7740 0.8783 0.9664 1.0412 1.1045 1.1577 1.2021
A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena…
DOI: 10.9790/5728-11154245 www.iosrjournals.org 45 | Page
0.4 0.2964 0.4819 0.6256 0.7420 0.8383 0.9184 0.9852 1.0405 1.0857 1.1221
0.5 0.2884 0.4659 0.6016 0.7100 0.7983 0.8704 0.9282 0.9765 1.0137 1.0421
0.6 0.2804 0.4499 0.5776 0.6780 0.7583 0.8224 0.8732 0.9125 0.9417 0.9621
0.7 0.2724 0.4339 0.5536 0.6460 0.7183 0.7744 0.8172 0.8485 0.8697 0.8821
0.8 0.2644 0.4179 0.5296 0.6140 0.6783 0.7264 0.7612 0.7845 0.7977 0.8021
0.9 0.2564 0.4019 0.5056 0.5820 0.6383 0.6784 0.7052 0.7205 0.7257 0.7221
1.0 0.2484 0.3859 0.4816 0.5520 0.5983 0.6304 0.6492 0.6565 0.6537 0.6421
Table-1 The value of concentration for different values of distance, x and time, t
Graph-1: Concentration, C versus distance, x.
References
[1]. Kilicman, V. G. Gupta and B. Shrma, On the solution of fractional Maxwell equations by Sumudu transform, J. of Math Research
2(4) (2010) 147-151.
[2]. E. Hopf, The Partial Differential Equation ut + uux = μuxx comm, Pure Appl. Math. 3 (1950) 201-230.
[3]. F. B. M. Belgacem, A. A. Karabali and S. L. Kalla, Analytical investigations of the Sumudu transform and applications to integral
production equations, Math. Prob. In Engg. 3 (2003) 103-118.
[4]. G. K. Watugala, Sumudu transform: a new integral transform to solve differential equations and control engineering problems, Int.
J. of Math. Edu. In Sci. and Tech. 24(1) (1993) 35-43.
[5]. H. Eltayeb, A. Kilicman and B. Fisher, A new integral transform and associated distributions, Int. Tr. and Sp. Fn.21(5-6) (2010)
367-379.
[6]. J. D. Cole, On a Quasilinear Parabolic Equation occurring in Aerodynamic, Q. Appl. Math. 9 (1951) 225-236.
[7]. J. M. Burger, A Mathematical Model Illustrating the Theory of Turbulence, Adv. Appl. Mech. 45 (1948) 171-199.
[8]. M. A. Asiru, Classroom note: application of the Sumudu transform to discrete dynamic systems, Int. J. of Math. Edu. In Sci. and
Tech. 34 (6) (2003) 944-949.
[9]. M. A. Asiru, Further properties of the Sumudu transform and its applications, Int. J. of Math. Edu. In Sci. and Tech. 33(3) (2002)
441-449.
[10]. M. A. Asiru, Sumudu transform and the solution of integral equations of convolution type, Int. J. of Math. Edu. In Sci. and Tech.
32(6) (2001) 906-910.
[11]. M. N. Mehta and A. P. Verma, A Singular Perturbation Solution of the Double Phase Flow due to Differential Wettability, Indian J.
Pure Appl. Math. 8 (1977) 523-526.
[12]. R. Borana, V. Pradhan and M. Mehta, Numerical solution of Burger’s equation arising in longitudinal dispersion phenomena in
fluid flow through porous media by Crank-Nicolson scheme, Engg. Con. Int. ECI Digital Archieves (2014).
[13]. R. Meher and M. N. Mehta, A new approach to Backlund transformations of Burger equation arising in longitudinal dispersion of
miscible fluid flow through porous media, Int. J. Appl. Math. And Com. 2(3) (2010) 17-24.
[14]. T. Patel and M. N. Mehta, A Solution of the Burger’s Equation for Longitudinal Dispersion of Miscible Fluid Flow Through Porous
Media, Ind. J. of Petroleum Geology 14 (2) (2005) 49-54.

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A solution of the Burger’s equation arising in the Longitudinal Dispersion Phenomena in Fluid Flow through Porous Media by Sumudu transform Homotopy perturbation Method

  • 1. IOSR Journal of Mathematics (IOSR-JM) e-ISSN: 2278-5728, p-ISSN: 2319-765X. Volume 11, Issue 1 Ver. V (Jan - Feb. 2015), PP 42-45 www.iosrjournals.org DOI: 10.9790/5728-11154245 www.iosrjournals.org 42 | Page A solution of the Burger’s equation arising in the Longitudinal Dispersion Phenomena in Fluid Flow through Porous Media by Sumudu transform Homotopy perturbation Method Twinkle Singh1 , Bhumika G. Choksi2 , M.N.Mehta3 , Shreekant Pathak4 Applied Mathematics and Humanities Department, SaradarVallabhbhai National Institute of Technology, Surat-395007 Abstract: The goal of the paper is to examine the concentration of the longitudinal dispersion phenomenon arising in fluid flow through porous media. The solution of the Burger’s equation for the dispersion problem is presented by approach to Sumudu transformation. The solution is obtained by using suitable conditions and is more simplified under the standard assumptions. Keywords: Longitudinal Dispersion phenomenon, porous media, Sumudu transform. I. Introduction The present paper discusses the solution of Burger’s equation [7] which represents longitudinal dispersion of miscible fluid flow through porous media. Miscible displacement is one type of poly-phase flow in porous media, where both of the phases are completely soluble in each other. Hence the capillary forces between these two fluids do not come into effect. The miscible displacement could be described in a very simple form as follows: The mixture of the fluids, under the conditions of complete miscibility, could be thought to behave as a single-phase fluid. Therefore it will obey the Darcy’s law. The change of connection would be caused by diffusion along the flow channels and thus be governed by diffusion of one fluid into the other. The problem is to find the concentration as a function of time t and position x, as two miscible fluids flow through porous media on either sides of the mixed region, the single fluid equation describes the motion of the fluid. The problem becomes more complicated in one dimension with fluids of equal properties. Hence the mixing takes place longitudinally as well as transversely at time t = 0, a dot of fluid having C0concentration is injected over the phase. It is shown in figure-1. The dot moves in the direction of flow as well as perpendicular to the flow. Finally, it takes the shape of ellipse with a different concentration Cn. Figure-1 Longitudinal Dispersion Phenomenon Many researchers have contributed in various physical phenomena. Patel and Mehta [14] have worked on Burger’s equation for longitudinal dispersion of miscible fluid flow through porous media. Meher and Mehta [13] have discussed on a new approach to Backlund transformation to solve Burger’s equation in longitudinal dispersion phenomenon. Borana, Pradhan and Mehta [12] have discussed numerical solution of Burger’s equation. To solve the differential equations, the integral transform is extensively applied and thus there are several works on the theory and application of integral transforms. In the sequence of these transforms, Watugala [4] introduced a new integral transform, named the Sumudu transform, and further applied it to the solution of ordinary differential equation in control engineering problems; see [4]. For further details and properties of Sumudu transform see [1,3,5,8-10]. The Sumudu transform is defined over the set of the functions A = f(t)/∃M,τ1, τ2 > 0, f t < Me t τj , if tϵ −1 j × 0, ∞ (1) by the following formula:
  • 2. A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena… DOI: 10.9790/5728-11154245 www.iosrjournals.org 43 | Page f u = S f t ; u = f ut e−t dt, ∞ 0 u ∈ −τ1, τ2 (2) II. Mathematical Formulation Of The Problem According to Darcy’s law, the equation of continuity for the mixture, in the case of compressible fluids is given by ∂ρ ∂t + ∇ ∙ ρv = 0 3 whereρ is the density for the mixture and v is the pore seepage velocity. The equation of diffusion for a fluid flow through a homogeneous porous medium, without increasing or decreasing the dispersing material is given by ∂C ∂t + ∇ ∙ Cv = ∇ ∙ ρD∇ C ρ 4 Where C is the concentration of the fluid, D is the tensor coefficient of dispersion with nine components Dij . In a laminar flow through homogeneous porous medium at a constant temperature,ρ is constant. Then∇ ∙ v = 0 5 Thus equation (4) becomes ∂C ∂t + v ∙ ∇C = ∇ ∙ D∇C (6) When the seepage velocity is the along x-axis, the non-zero components are D11 = DL ≅ x2 (coefficient of longitudinal dispersion, is a function of x along the x-axis) and other Dij are zero. In this case equation (6) becomes ∂C ∂t + u ∂C ∂x = x2 ∂2 C ∂x2 7 where u is the component of velocity along the x-axis, which is time dependent, as well as concentration along the x-axis in x > 0 direction, and it is cross-sectional flow velocity of porous medium. ∴ u = C x, t C0 , for x > 0 (8) The boundary and initial conditions in longitudinal direction are C 0, t = C1 t > 0 9 C x, 0 = C0 x > 0 10 where C0 is the initial concentration of the tracer (one fluid A) and C1 is the concentration of the tracer (of the same fluid) at x = 0. Hence equation (7) becomes ∂C ∂t + C C0 ∂C ∂x = x2 ∂2 C ∂x2 11 Consider the dimensionless variables X = C0 L x, T = t L ; 0 ≤ x ≤ L C0 and t ≥ 0 12 Thus equation (11) becomes ∂C ∂T + C ∂C ∂X = LX2 ∂2 C ∂X2 ∴ ∂C ∂T + C ∂C ∂X = ε ∂2 C ∂X2 where ε = LX2 13 where C 0, T = C1 T > 0 C X, 0 = C0′ X > 0 Equation (13) is the non-linear Burger’s equation for longitudinal dispersion arising in fluid flow through porous media. Choose the transformation [2, 6,14] C = ΨX , Ψ = −2εlogξ 14 which reduces equation (13) to the diffusion type Heat equation as
  • 3. A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena… DOI: 10.9790/5728-11154245 www.iosrjournals.org 44 | Page ξT = εξXX 15 whereε = LX2 ∴ ∂ξ ∂T = LX2 ∂2 ξ ∂X2 16 where ξ 0, T = 0 ξ X, 0 = X2 Applying Sumudu transform to equation (16), we get S ∂ξ ∂T = LX2 S ∂2 ξ ∂X2 ∴ 1 u S ξ X, T − 1 u ξ X, 0 = LX2 S ξXX ∴ S ξ X, T = X2 + LuX2 S ξXX 17 Applying inverse Sumudu transform on equation (17), we get ξ X, T = X2 + 𝐿𝑋2 𝑆−1 𝑢𝑆 𝜉 𝑋𝑋 18 Now applying Homotopy Perturbation method, we get 𝑝 𝑛 𝜉 𝑛 𝑋, 𝑇 ∞ 𝑛=0 = 𝑋2 + 𝑝 𝐿𝑋2 𝑆−1 𝑢𝑆 𝜉 𝑋𝑋 19 Comparing the coefficient of like powers of p, we get 𝑝0 : 𝜉0 𝑋, 𝑇 = 𝑋2 20 𝑝1 : 𝜉1 𝑋, 𝑇 = 𝐿𝑋2 𝑆−1 𝑢𝑆 (𝜉0) 𝑋𝑋 = 2𝐿𝑋2 𝑇 21 𝑝2 : 𝜉2 𝑋, 𝑇 = 𝐿𝑋2 𝑆−1 𝑢𝑆 (𝜉1) 𝑋𝑋 = 22 𝐿2 𝑋2 𝑇2 2! 22 Proceeding in a similar manner, we get 𝑝3 : 𝜉3 𝑋, 𝑇 = 23 𝐿3 𝑋2 𝑇3 3! , 𝑝4 : 𝜉4 𝑋, 𝑇 = 24 𝐿4 𝑋2 𝑇4 4! , 23 Thus the solution 𝜉(𝑋, 𝑇) is given by 𝜉 X, T = X2 1 + 2LT+ 22 L2 T2 2! + 23 L3 T3 3! + 24 L4 T4 4! + ⋯ ξ X, T = X2 e2LT 24 Now to find C, using equation (14), we get C = ∂ ∂X −2εlogξ ∴ C = ∂ ∂X −2LX2 log X2 e2LT ∴ C = −4LX 1 + log X2 e2LT 25 OR C = −4C0x 1 + 2 log C0 L x + 2t The solution (25) represents the concentration of the longitudinal dispersion phenomenon for any value of x and for any time t. III. Concluding Remark Expression (25) represents the solution of Burger’s equation arising in longitudinal dispersion phenomenon in fluid flow through porous media which is the concentration for any time = 0.1, 0.2,0.3,0.4, 0.5, 0.6, 0.7,0.8,0.9 and 1.0. The graph shows the concentration versus distance x when time t is fixed, and it is observed over here is that after distance 0.01, concentration was increased scatterely. x t 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.1 0.3204 0.5299 0.6976 0.8380 0.9583 1.0624 1.1532 1.2325 1.3017 1.3621 0.2 0.3124 0.5139 0.6736 0.8060 0.9183 1.0144 1.0972 1.1685 1.2297 1.2821 0.3 0.3044 0.4979 0.6496 0.7740 0.8783 0.9664 1.0412 1.1045 1.1577 1.2021
  • 4. A Solution of the Burger’s Equation arising in the Longitudinal Dispersion Phenomena… DOI: 10.9790/5728-11154245 www.iosrjournals.org 45 | Page 0.4 0.2964 0.4819 0.6256 0.7420 0.8383 0.9184 0.9852 1.0405 1.0857 1.1221 0.5 0.2884 0.4659 0.6016 0.7100 0.7983 0.8704 0.9282 0.9765 1.0137 1.0421 0.6 0.2804 0.4499 0.5776 0.6780 0.7583 0.8224 0.8732 0.9125 0.9417 0.9621 0.7 0.2724 0.4339 0.5536 0.6460 0.7183 0.7744 0.8172 0.8485 0.8697 0.8821 0.8 0.2644 0.4179 0.5296 0.6140 0.6783 0.7264 0.7612 0.7845 0.7977 0.8021 0.9 0.2564 0.4019 0.5056 0.5820 0.6383 0.6784 0.7052 0.7205 0.7257 0.7221 1.0 0.2484 0.3859 0.4816 0.5520 0.5983 0.6304 0.6492 0.6565 0.6537 0.6421 Table-1 The value of concentration for different values of distance, x and time, t Graph-1: Concentration, C versus distance, x. References [1]. Kilicman, V. G. Gupta and B. Shrma, On the solution of fractional Maxwell equations by Sumudu transform, J. of Math Research 2(4) (2010) 147-151. [2]. E. Hopf, The Partial Differential Equation ut + uux = μuxx comm, Pure Appl. Math. 3 (1950) 201-230. [3]. F. B. M. Belgacem, A. A. Karabali and S. L. Kalla, Analytical investigations of the Sumudu transform and applications to integral production equations, Math. Prob. In Engg. 3 (2003) 103-118. [4]. G. K. Watugala, Sumudu transform: a new integral transform to solve differential equations and control engineering problems, Int. J. of Math. Edu. In Sci. and Tech. 24(1) (1993) 35-43. [5]. H. Eltayeb, A. Kilicman and B. Fisher, A new integral transform and associated distributions, Int. Tr. and Sp. Fn.21(5-6) (2010) 367-379. [6]. J. D. Cole, On a Quasilinear Parabolic Equation occurring in Aerodynamic, Q. Appl. Math. 9 (1951) 225-236. [7]. J. M. Burger, A Mathematical Model Illustrating the Theory of Turbulence, Adv. Appl. Mech. 45 (1948) 171-199. [8]. M. A. Asiru, Classroom note: application of the Sumudu transform to discrete dynamic systems, Int. J. of Math. Edu. In Sci. and Tech. 34 (6) (2003) 944-949. [9]. M. A. Asiru, Further properties of the Sumudu transform and its applications, Int. J. of Math. Edu. In Sci. and Tech. 33(3) (2002) 441-449. [10]. M. A. Asiru, Sumudu transform and the solution of integral equations of convolution type, Int. J. of Math. Edu. In Sci. and Tech. 32(6) (2001) 906-910. [11]. M. N. Mehta and A. P. Verma, A Singular Perturbation Solution of the Double Phase Flow due to Differential Wettability, Indian J. Pure Appl. Math. 8 (1977) 523-526. [12]. R. Borana, V. Pradhan and M. Mehta, Numerical solution of Burger’s equation arising in longitudinal dispersion phenomena in fluid flow through porous media by Crank-Nicolson scheme, Engg. Con. Int. ECI Digital Archieves (2014). [13]. R. Meher and M. N. Mehta, A new approach to Backlund transformations of Burger equation arising in longitudinal dispersion of miscible fluid flow through porous media, Int. J. Appl. Math. And Com. 2(3) (2010) 17-24. [14]. T. Patel and M. N. Mehta, A Solution of the Burger’s Equation for Longitudinal Dispersion of Miscible Fluid Flow Through Porous Media, Ind. J. of Petroleum Geology 14 (2) (2005) 49-54.