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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 116
ELZAKI TRANSFORM HOMOTOPY PERTURBATION METHOD FOR
SOLVING POROUS MEDIUM EQUATION
Prem Kiran G. Bhadane1
, V. H. Pradhan2
1
Assistant Professor, Department of Applied Science, RCPIT, Maharashtra, India,
omprem07@gmail.com
2
Associate Professor, Department of Applied Mathematics and Humanities, SVNIT, Gujarat, India
pradhan65@yahoo.com
Abstract
In this paper, we apply a new method called ELzaki transform homotopy perturbation method (ETHPM) to solve porous medium
equation. This method is a combination of the new integral transform “ELzaki transform” and the homotopy perturbation method.
The nonlinear term can be easily handled by homotopy perturbation method. The porous medium equations have importance in
engineering and sciences and constitute a good model for many systems in various fields. Some cases of the porous medium
equation are solved as examples to illustrate ability and reliability of mixture of ELzaki transform and homotopy perturbation
method. The results reveal that the combination of ELzaki transform and homotopy perturbation method is quite capable,
practically well appropriate for use in such problems and can be applied to other nonlinear problems. This method is seen as a
better alternative method to some existing techniques for such realistic problems.
Key words: ELzaki transform, Homotopy perturbation method, non linear partial differential equation, and porous
medium equation
--------------------------------------------------------------------***----------------------------------------------------------------------
1. INTRODUCTION
Many of the physical phenomena and processes in various
fields of engineering and science are governed by partial
differential equations. The nonlinear heat equation
describing various physical phenomena called the porous
medium equation. The porous medium equation [3] is
∂u
∂t
=
∂
∂x
um
∂u
∂x
(1)
where m is a rational number. There are number of physical
applications where this simple model appears in a natural
way, mainly to describe processes involving fluid flow, heat
transfer or diffusion. May be the best known of them is the
description of the flow of an isentropic gas through a porous
medium, modeled independently by Leibenzon and Muskat
around 1930. Also application is found in the study of
groundwater infiltration by Boussisnesq in 1903. Another
important application refers to heat radiation in plasmas,
developed by Zel’dovich and coworkers around 1950. All of
these reasons support the interest of its study both for the
mathematician and the scientist.
In recent years, many research workers have paid attention
to find the solution of nonlinear differential equations by
using various methods. Among these are the Adomian
decomposition method [Hashim, Noorani, Ahmed. Bakar,
Ismail and Zakaria, (2006)], the tanh method, the homotopy
perturbation method [ Sweilam, Khader (2009), Sharma and
Giriraj Methi (2011), Jafari, Aminataei (2010), (2011) ], the
differential transform method [(2008)], homotopy
perturbation transform method and the variational iteration
method. Various ways have been proposed recently to deal
with these nonlinearities; one of these combinations is
ELzaki transform and homotopy perturbation method.
ELzaki transform is a useful technique for solving linear
differential equations but this transform is totally incapable
of handling nonlinear equations [4] because of the
difficulties that are caused by the nonlinear terms. This
paper is using homotopy perturbation method to decompose
the nonlinear term, so that the solution can be obtained by
iteration procedure. This means that we can use both ELzaki
transform and homotopy perturbation methods to solve
many nonlinear problems. The main aim of this paper is to
consider the effectiveness of the Elzaki transform homotopy
perturbation method in solving nonlinear porous medium
equations. This method provides the solution in a rapid
convergent series which may leads the solution in a closed
form. The fact that the proposed technique solves nonlinear
problems without using so-called Adomian's polynomials is
a clear advantage of this algorithm over the decomposition
method.
2. ELZAKI TRANSFORM HOMOTOPY
PERTURBATION METHOD [4]
Consider a general nonlinear non-homogenous partial
differential equation with initial conditions of the form:
Du x, t + Ru x, t + Nu x, t = g x, t (2)
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 117
u x, 0 = h x , ut x, 0 = f(x)
where D is linear differential operator of order two, R is
linear differential operator of less order than D , N is the
general nonlinear differential operator and g (x , t ) is the
source term.
Taking ELzaki transform on both sides of equation (2), to
get:
E Du x, t + E Ru x, t + E Nu x, t = E g x, t (3)
Using the differentiation property of ELzaki transform and
above initial conditions, we have:
E u x, t = v2
E g x, t + v2
h x + v3
f x
− v2
E Ru x, t + Nu x, t (4)
Applying the inverse ELzaki transform on both sides of
equation (4), to find:
u x, t = G x, t − E−1
v2
E Ru x, t + Nu x, t (5)
where G(x, t) represents the term arising from the source
term and the prescribed initial condition.
Now, we apply the homotopy perturbation method,
u x, t = pn
un(x, t)
∞
n=0
(6)
and the nonlinear term can be decomposed as
N u x, t = pn
Hn(u)
∞
n=0
(7)
where Hn(u) are He’s polynomial and given by
Hn u0, u1, … … . , un =
1
n!
∂n
∂pn
N pi
ui
∞
i=0 p=0
,
n = 0,1,2, … … … (8)
Substituting equations (6) and (7) in equation (5), we get:
pn
un x, t
∞
n=0
= G x, t −
p E−1
v2
E R pn
un(x, t)
∞
n=0
+ pn
Hn(u)
∞
n=0
(9)
This is the coupling of the ELzaki transform and the
homotopy perturbation method. Comparing the coefficient
of like powers of p , the following approximations are
obtained.
p0
: u0 x, t = G(x, t)
p1
: u1 x, t = −E−1
v2
E Ru0 x, t + H0(u)
p2
: u2 x, t = −E−1
v2
E Ru1 x, t + H1(u)
p3
: u3 x, t = −E−1
v2
E Ru2 x, t + H2(u)
… … … … … … … … … … … … … … … … … … … ….
Then the solution is
u x, t = lim
p→1
un x, t
= u0 x, t + u1 x, t + u2 x, t + … (10)
3. APPLICATIONS
Now, we consider in this section the effectiveness of the
ELzaki transform homotopy-perturbation method to obtain
the exact and approximate analytical solution of the porous
medium equations.
Example 3.1 Let us take 𝑚 = −1 in equation (1), we get
∂u
∂t
=
∂
∂x
u−1
∂u
∂x
(11)
with initial condition as u x, 0 =
1
x
.
Exact solution [1] of this equation is u x, t = c1x − c1
2
t +
c2
−1
with the values of arbitrary constants taken as
c1 = 1 and c2 = 0 solution becomes u x, t =
1
x−t
.
We can find solution by applying ELzaki transform on both
side of equation (11) subject to the initial condition
E
∂u
∂t
= E u−1
∂2
u
∂x2
− u−2
∂u
∂x
2
(12)
This can be written as
1
v
E u(x, t) − vu x, 0
= E u−1
∂2
u
∂x2
− u−2
∂u
∂x
2
(13)
On applying the above specified initial condition, we get
E u(x, t) = v2
1
x
+ v E u−1
∂2
u
∂x2
− u−2
∂u
∂x
2
(14)
Taking inverse ELzaki transform on both sides of Eq. (14),
we get
u(x, t) =
1
x
+ E−1
v E u−1
∂2
u
∂x2
− u−2
∂u
∂x
2
(15)
Now we apply the homotopy perturbation method,
u x, t = pn
un(x, t)
∞
n=0
(16)
and the nonlinear term can be decomposed as
N u x, t = pn
Hn(u)
∞
n=0
(17)
Using Eqs. (16)- (17) into Eq. (15), we get
pn
un(x, t)
∞
n=0
=
1
x
+ pE−1
v E pn
Hn(u)
∞
n=0
(18)
where Hn(u) are He’s polynomials. The first two
components of He’s polynomials are given by
H0 u = u0
−1
∂2
u0
∂x2
− u0
−2
∂u0
∂x
2
H1 u = u0
−1
−
u1
u0
∂2
u0
∂x2
+
∂2
u1
∂x2
− u0
−2
−2
u1
u0
∂u0
∂x
2
+ 2
∂u0
∂x
∂u1
∂x
⋮
Comparing the coefficient of various power of p in (18), we
get
p0
: u0 x, t =
1
x
,
p1
: u1 x, t = E−1
v E H0 u
= E−1
v E u0
−1
∂2
u0
∂x2
− u0
−2
∂u0
∂x
2
=
t
x2
,
p2
: u2 x, t = E−1
v E H1 u
= E−1
v E u0
−1
−
u1
u0
∂2
u0
∂x2
+
∂2
u1
∂x2
− u0
−2
−2
u1
u0
∂u0
∂x
2
+ 2
∂u0
∂x
∂u1
∂x
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 118
=
t2
x3
,
Proceeding in similar manner we can obtain further values,
substituting above values in equation (10), we get solution
in the form of a series
u x, t =
1
x
+
t
x2
+
t2
x3
+
t3
x4
… … =
1
x − t
(19)
This is the solution of (11) and which is exactly the exact
solution given above.
Example 3.2 Let us take 𝑚 = 1 in equation (1), we get
∂u
∂t
=
∂
∂x
u
∂u
∂x
, (20)
with initial condition as u x, 0 = x.
Exact solution [1] of this equation is u x, t = x +
c1 + c2 t with the values of arbitrary constants taken as
c1 = 1 and c2 = 0 solution becomes u x, t = x + t.
we can find solution by applying ELzaki transform on both
side of equation (20)
E
∂u
∂t
= E u
∂2
u
∂x2
+
∂u
∂x
2
(21)
This can be written as
1
v
E u(x, t) − vu x, 0 = E u
∂2
u
∂x2
+
∂u
∂x
2
(22)
On applying the above specified initial condition, we get
E u(x, t) = v2
x + v E u
∂2
u
∂x2
∂u
∂x
2
(23)
Taking inverse ELzaki transform on both sides of Eq. (23),
we get
u(x, t) = x + E−1
v E u
∂2
u
∂x2
+
∂u
∂x
2
(24)
Now we apply the homotopy perturbation method,
u x, t = pn
un(x, t)
∞
n=0
(25)
and the nonlinear term can be decomposed as
N u x, t = pn
Hn(u)
∞
n=0
(26)
Invoking Eqs. (25)- (26) into Eq. (24), we get
pn
un(x, t)
∞
n=0
= x + pE−1
v E pn
Hn(u)
∞
n=0
(27)
where Hn(u)are He’s polynomials. The first two
components of He’s polynomials are given by
H0 u = u0
∂2
u0
∂x2
+
∂u0
∂x
2
,
H1 u = u1
∂2
u0
∂x2
+ u0
∂2
u1
∂x2
+ 2
∂u0
∂x
∂u1
∂x
,
⋮
Comparing the coefficient of various power of p in (27), we
get
p0
: u0 x, t = x ,
p1
: u1 x, t = E−1
v E H0 u
= E−1
v E u0
∂2
u0
∂x2
+
∂u0
∂x
2
= t ,
p2
: u2 x, t = E−1
v E H1 u
= E−1
v E u1
∂2
u0
∂x2
+ u0
∂2
u1
∂x2
+ 2
∂u0
∂x
∂u1
∂x
= 0 ,
p3
: u3 x, t = 0, p4
: u4 x, t = 0,
and so on we will found that un x, t = 0 for n ≥ 2.
Substituting above values in equation (10) we get solution in
the form of a series
u x, t = x + t + 0 + 0 … = x + t (28)
This is the solution of (20) and which is exactly the exact
solution given above.
Example 3.3 Let us take 𝑚 = −4
3 in equation (1), we
get
∂u
∂t
=
∂
∂x
u −4 3
∂u
∂x
(29)
With initial condition as u x, 0 = 2x −3 4
.
Using afore said method, we have
u x, t = 2x −3 4
+E−1
v E u −4 3
∂2
u
∂x2
−
4
3
u −7 3
∂u
∂x
2
(30)
Now we apply the homotopy perturbation method,
u x, t = pn
un(x, t)
∞
n=0
(31)
and the nonlinear term can be decomposed as
N u x, t = pn
Hn(u)
∞
n=0
(32)
Invoking Eqs. (31)- (32) into Eq. (30), we get
pn
un(x, t)
∞
n=0
= 2x −3 4
+ pE−1
v E pn
Hn(u)
∞
n=0
(33)
where Hn(u) are He’s polynomials. The first two
components of He’s polynomials are given by
H0 u = u0
−4 3
∂2
u0
∂x2
−
4
3
u0
−7 3
∂u0
∂x
2
,
H1 u = u0
−4 3
∂2
u1
∂x2
−
4
3
∂2
u0
∂x2
u1
u0
−
4
3
u0
−7 3
2
∂u0
∂x
∂u1
∂x
−
7
3
∂u0
∂x
2
u1
u0
,
⋮
Comparing the coefficient of various power of p in (33), we
get
p0
: u0 x, t = 2x −3 4
,
p1
: u1 x, t = E−1
v E H0 u
= E−1
v E u0
−4 3
∂2
u0
∂x2
−
4
3
u0
−7 3
∂u0
∂x
2
= 9 × 2−15 4
× x−7 4
× t ,
p2
: u2 x, t = E−1
v E H1 u
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 119
= E−1
v E u0
−4 3
∂2
u1
∂x2
−
4
3
∂2
u0
∂x2
u1
u0
−vE
4
3
u0
−
7
3
2
∂u0
∂x
∂u1
∂x
−
7
3
∂u0
∂x
2
u1
u0
= 189 × 2−31 4
× x−11 4
× t2
,
On substituting these terms in equation (10), we obtained
the solution
u x, t = 2x −3 4
+ 9 × 2−15 4
× x−7 4
× t + 189
× 2−31 4
× x−11 4
× t2
+ ⋯
This result can be verified through substitution.
CONCLUSION
The main goal of this paper is to show the applicability of
the mixture of new integral transform “ELzaki transform”
with the homotopy perturbation method to construct an
analytical solution for porous medium equation. This
combination of two methods successfully worked to give
very reliable and exact solutions to the equation. This
method provides an analytical approximation in a rapidly
convergent sequence with in exclusive manner computed
terms. Its rapid convergence shows that the method is
trustworthy and introduces a significant improvement in
solving nonlinear partial differential equations over existing
methods.
ACKNOWLEDGEMENT
I am deeply grateful to the management of Shirpur
Education Society, Shirpur (Maharashtra) without whose
support my research work would not have been possible. I
would also like to extend my gratitude to the Prin. Dr. J. B.
Patil and Mr. S. P. Shukla, Head of Department of Applied
Science, RCPIT for helping and inspiring me for the
research work.
REFERENCES
[1] A.D. Polyanin, V.F. Zaitsev (2004), Handbook of
Nonlinear Partial Differential Equations, Chapman
and Hall/CRC Press, Boca Raton,.2004.
[2] Mishra D, Pradhan V. H., Mehta M. N. (2012),
Solution of Porous Medium Equation by
Homotopy Perturbation Transform Method,
International Journal of Engineering Research and
Applications, Vol.2 Issue 3, pp2041-2046.
[3] Juan Luis Vazquez (2007), The Porous Medium
Equation Mathematical Theory, Oxford Science
Publication, Clarenden Press, pp1-28.
[4] Tarig M. Elzaki and Eman M. A. Hilal (2012),
Homotopy Perturbation and ELzaki Transform for
solving Nonlinear Partial Differential equations,
Mathematical Theory and Modeling, Vol.2,No.3,
pp33-42.
[5] Tarig M. Elzaki and Salih M. Elzaki (2011),
Applications of New Transform “ELzaki
Transform” to Partial Differential Equations,
Global Journal of Pure and Applied Mathematics,
Vol.7, No.1,pp65-70.
[6] Tarig M. Elzaki (2011), The New Integral
Transform “ELzaki Transform”, Global Journal of
Pure and Applied Mathematics, Vol.7, No.1,pp57-
64.
[7] Tarig M. Elzaki, Salih M. Elzaki and Elsayed A.
Elnour (2012), On the New Integral Transform
“ELzaki Transform” Fundamental Properties
Investigations and Applications, Global Journal of
Mathematical Sciences: Theory and Practical,
Vol.4, No.1, pp1-13.

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Elzaki transform homotopy perturbation method for solving porous medium equation

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 116 ELZAKI TRANSFORM HOMOTOPY PERTURBATION METHOD FOR SOLVING POROUS MEDIUM EQUATION Prem Kiran G. Bhadane1 , V. H. Pradhan2 1 Assistant Professor, Department of Applied Science, RCPIT, Maharashtra, India, omprem07@gmail.com 2 Associate Professor, Department of Applied Mathematics and Humanities, SVNIT, Gujarat, India pradhan65@yahoo.com Abstract In this paper, we apply a new method called ELzaki transform homotopy perturbation method (ETHPM) to solve porous medium equation. This method is a combination of the new integral transform “ELzaki transform” and the homotopy perturbation method. The nonlinear term can be easily handled by homotopy perturbation method. The porous medium equations have importance in engineering and sciences and constitute a good model for many systems in various fields. Some cases of the porous medium equation are solved as examples to illustrate ability and reliability of mixture of ELzaki transform and homotopy perturbation method. The results reveal that the combination of ELzaki transform and homotopy perturbation method is quite capable, practically well appropriate for use in such problems and can be applied to other nonlinear problems. This method is seen as a better alternative method to some existing techniques for such realistic problems. Key words: ELzaki transform, Homotopy perturbation method, non linear partial differential equation, and porous medium equation --------------------------------------------------------------------***---------------------------------------------------------------------- 1. INTRODUCTION Many of the physical phenomena and processes in various fields of engineering and science are governed by partial differential equations. The nonlinear heat equation describing various physical phenomena called the porous medium equation. The porous medium equation [3] is ∂u ∂t = ∂ ∂x um ∂u ∂x (1) where m is a rational number. There are number of physical applications where this simple model appears in a natural way, mainly to describe processes involving fluid flow, heat transfer or diffusion. May be the best known of them is the description of the flow of an isentropic gas through a porous medium, modeled independently by Leibenzon and Muskat around 1930. Also application is found in the study of groundwater infiltration by Boussisnesq in 1903. Another important application refers to heat radiation in plasmas, developed by Zel’dovich and coworkers around 1950. All of these reasons support the interest of its study both for the mathematician and the scientist. In recent years, many research workers have paid attention to find the solution of nonlinear differential equations by using various methods. Among these are the Adomian decomposition method [Hashim, Noorani, Ahmed. Bakar, Ismail and Zakaria, (2006)], the tanh method, the homotopy perturbation method [ Sweilam, Khader (2009), Sharma and Giriraj Methi (2011), Jafari, Aminataei (2010), (2011) ], the differential transform method [(2008)], homotopy perturbation transform method and the variational iteration method. Various ways have been proposed recently to deal with these nonlinearities; one of these combinations is ELzaki transform and homotopy perturbation method. ELzaki transform is a useful technique for solving linear differential equations but this transform is totally incapable of handling nonlinear equations [4] because of the difficulties that are caused by the nonlinear terms. This paper is using homotopy perturbation method to decompose the nonlinear term, so that the solution can be obtained by iteration procedure. This means that we can use both ELzaki transform and homotopy perturbation methods to solve many nonlinear problems. The main aim of this paper is to consider the effectiveness of the Elzaki transform homotopy perturbation method in solving nonlinear porous medium equations. This method provides the solution in a rapid convergent series which may leads the solution in a closed form. The fact that the proposed technique solves nonlinear problems without using so-called Adomian's polynomials is a clear advantage of this algorithm over the decomposition method. 2. ELZAKI TRANSFORM HOMOTOPY PERTURBATION METHOD [4] Consider a general nonlinear non-homogenous partial differential equation with initial conditions of the form: Du x, t + Ru x, t + Nu x, t = g x, t (2)
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 117 u x, 0 = h x , ut x, 0 = f(x) where D is linear differential operator of order two, R is linear differential operator of less order than D , N is the general nonlinear differential operator and g (x , t ) is the source term. Taking ELzaki transform on both sides of equation (2), to get: E Du x, t + E Ru x, t + E Nu x, t = E g x, t (3) Using the differentiation property of ELzaki transform and above initial conditions, we have: E u x, t = v2 E g x, t + v2 h x + v3 f x − v2 E Ru x, t + Nu x, t (4) Applying the inverse ELzaki transform on both sides of equation (4), to find: u x, t = G x, t − E−1 v2 E Ru x, t + Nu x, t (5) where G(x, t) represents the term arising from the source term and the prescribed initial condition. Now, we apply the homotopy perturbation method, u x, t = pn un(x, t) ∞ n=0 (6) and the nonlinear term can be decomposed as N u x, t = pn Hn(u) ∞ n=0 (7) where Hn(u) are He’s polynomial and given by Hn u0, u1, … … . , un = 1 n! ∂n ∂pn N pi ui ∞ i=0 p=0 , n = 0,1,2, … … … (8) Substituting equations (6) and (7) in equation (5), we get: pn un x, t ∞ n=0 = G x, t − p E−1 v2 E R pn un(x, t) ∞ n=0 + pn Hn(u) ∞ n=0 (9) This is the coupling of the ELzaki transform and the homotopy perturbation method. Comparing the coefficient of like powers of p , the following approximations are obtained. p0 : u0 x, t = G(x, t) p1 : u1 x, t = −E−1 v2 E Ru0 x, t + H0(u) p2 : u2 x, t = −E−1 v2 E Ru1 x, t + H1(u) p3 : u3 x, t = −E−1 v2 E Ru2 x, t + H2(u) … … … … … … … … … … … … … … … … … … … …. Then the solution is u x, t = lim p→1 un x, t = u0 x, t + u1 x, t + u2 x, t + … (10) 3. APPLICATIONS Now, we consider in this section the effectiveness of the ELzaki transform homotopy-perturbation method to obtain the exact and approximate analytical solution of the porous medium equations. Example 3.1 Let us take 𝑚 = −1 in equation (1), we get ∂u ∂t = ∂ ∂x u−1 ∂u ∂x (11) with initial condition as u x, 0 = 1 x . Exact solution [1] of this equation is u x, t = c1x − c1 2 t + c2 −1 with the values of arbitrary constants taken as c1 = 1 and c2 = 0 solution becomes u x, t = 1 x−t . We can find solution by applying ELzaki transform on both side of equation (11) subject to the initial condition E ∂u ∂t = E u−1 ∂2 u ∂x2 − u−2 ∂u ∂x 2 (12) This can be written as 1 v E u(x, t) − vu x, 0 = E u−1 ∂2 u ∂x2 − u−2 ∂u ∂x 2 (13) On applying the above specified initial condition, we get E u(x, t) = v2 1 x + v E u−1 ∂2 u ∂x2 − u−2 ∂u ∂x 2 (14) Taking inverse ELzaki transform on both sides of Eq. (14), we get u(x, t) = 1 x + E−1 v E u−1 ∂2 u ∂x2 − u−2 ∂u ∂x 2 (15) Now we apply the homotopy perturbation method, u x, t = pn un(x, t) ∞ n=0 (16) and the nonlinear term can be decomposed as N u x, t = pn Hn(u) ∞ n=0 (17) Using Eqs. (16)- (17) into Eq. (15), we get pn un(x, t) ∞ n=0 = 1 x + pE−1 v E pn Hn(u) ∞ n=0 (18) where Hn(u) are He’s polynomials. The first two components of He’s polynomials are given by H0 u = u0 −1 ∂2 u0 ∂x2 − u0 −2 ∂u0 ∂x 2 H1 u = u0 −1 − u1 u0 ∂2 u0 ∂x2 + ∂2 u1 ∂x2 − u0 −2 −2 u1 u0 ∂u0 ∂x 2 + 2 ∂u0 ∂x ∂u1 ∂x ⋮ Comparing the coefficient of various power of p in (18), we get p0 : u0 x, t = 1 x , p1 : u1 x, t = E−1 v E H0 u = E−1 v E u0 −1 ∂2 u0 ∂x2 − u0 −2 ∂u0 ∂x 2 = t x2 , p2 : u2 x, t = E−1 v E H1 u = E−1 v E u0 −1 − u1 u0 ∂2 u0 ∂x2 + ∂2 u1 ∂x2 − u0 −2 −2 u1 u0 ∂u0 ∂x 2 + 2 ∂u0 ∂x ∂u1 ∂x
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 118 = t2 x3 , Proceeding in similar manner we can obtain further values, substituting above values in equation (10), we get solution in the form of a series u x, t = 1 x + t x2 + t2 x3 + t3 x4 … … = 1 x − t (19) This is the solution of (11) and which is exactly the exact solution given above. Example 3.2 Let us take 𝑚 = 1 in equation (1), we get ∂u ∂t = ∂ ∂x u ∂u ∂x , (20) with initial condition as u x, 0 = x. Exact solution [1] of this equation is u x, t = x + c1 + c2 t with the values of arbitrary constants taken as c1 = 1 and c2 = 0 solution becomes u x, t = x + t. we can find solution by applying ELzaki transform on both side of equation (20) E ∂u ∂t = E u ∂2 u ∂x2 + ∂u ∂x 2 (21) This can be written as 1 v E u(x, t) − vu x, 0 = E u ∂2 u ∂x2 + ∂u ∂x 2 (22) On applying the above specified initial condition, we get E u(x, t) = v2 x + v E u ∂2 u ∂x2 ∂u ∂x 2 (23) Taking inverse ELzaki transform on both sides of Eq. (23), we get u(x, t) = x + E−1 v E u ∂2 u ∂x2 + ∂u ∂x 2 (24) Now we apply the homotopy perturbation method, u x, t = pn un(x, t) ∞ n=0 (25) and the nonlinear term can be decomposed as N u x, t = pn Hn(u) ∞ n=0 (26) Invoking Eqs. (25)- (26) into Eq. (24), we get pn un(x, t) ∞ n=0 = x + pE−1 v E pn Hn(u) ∞ n=0 (27) where Hn(u)are He’s polynomials. The first two components of He’s polynomials are given by H0 u = u0 ∂2 u0 ∂x2 + ∂u0 ∂x 2 , H1 u = u1 ∂2 u0 ∂x2 + u0 ∂2 u1 ∂x2 + 2 ∂u0 ∂x ∂u1 ∂x , ⋮ Comparing the coefficient of various power of p in (27), we get p0 : u0 x, t = x , p1 : u1 x, t = E−1 v E H0 u = E−1 v E u0 ∂2 u0 ∂x2 + ∂u0 ∂x 2 = t , p2 : u2 x, t = E−1 v E H1 u = E−1 v E u1 ∂2 u0 ∂x2 + u0 ∂2 u1 ∂x2 + 2 ∂u0 ∂x ∂u1 ∂x = 0 , p3 : u3 x, t = 0, p4 : u4 x, t = 0, and so on we will found that un x, t = 0 for n ≥ 2. Substituting above values in equation (10) we get solution in the form of a series u x, t = x + t + 0 + 0 … = x + t (28) This is the solution of (20) and which is exactly the exact solution given above. Example 3.3 Let us take 𝑚 = −4 3 in equation (1), we get ∂u ∂t = ∂ ∂x u −4 3 ∂u ∂x (29) With initial condition as u x, 0 = 2x −3 4 . Using afore said method, we have u x, t = 2x −3 4 +E−1 v E u −4 3 ∂2 u ∂x2 − 4 3 u −7 3 ∂u ∂x 2 (30) Now we apply the homotopy perturbation method, u x, t = pn un(x, t) ∞ n=0 (31) and the nonlinear term can be decomposed as N u x, t = pn Hn(u) ∞ n=0 (32) Invoking Eqs. (31)- (32) into Eq. (30), we get pn un(x, t) ∞ n=0 = 2x −3 4 + pE−1 v E pn Hn(u) ∞ n=0 (33) where Hn(u) are He’s polynomials. The first two components of He’s polynomials are given by H0 u = u0 −4 3 ∂2 u0 ∂x2 − 4 3 u0 −7 3 ∂u0 ∂x 2 , H1 u = u0 −4 3 ∂2 u1 ∂x2 − 4 3 ∂2 u0 ∂x2 u1 u0 − 4 3 u0 −7 3 2 ∂u0 ∂x ∂u1 ∂x − 7 3 ∂u0 ∂x 2 u1 u0 , ⋮ Comparing the coefficient of various power of p in (33), we get p0 : u0 x, t = 2x −3 4 , p1 : u1 x, t = E−1 v E H0 u = E−1 v E u0 −4 3 ∂2 u0 ∂x2 − 4 3 u0 −7 3 ∂u0 ∂x 2 = 9 × 2−15 4 × x−7 4 × t , p2 : u2 x, t = E−1 v E H1 u
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 02 Issue: 12 | Dec-2013, Available @ http://www.ijret.org 119 = E−1 v E u0 −4 3 ∂2 u1 ∂x2 − 4 3 ∂2 u0 ∂x2 u1 u0 −vE 4 3 u0 − 7 3 2 ∂u0 ∂x ∂u1 ∂x − 7 3 ∂u0 ∂x 2 u1 u0 = 189 × 2−31 4 × x−11 4 × t2 , On substituting these terms in equation (10), we obtained the solution u x, t = 2x −3 4 + 9 × 2−15 4 × x−7 4 × t + 189 × 2−31 4 × x−11 4 × t2 + ⋯ This result can be verified through substitution. CONCLUSION The main goal of this paper is to show the applicability of the mixture of new integral transform “ELzaki transform” with the homotopy perturbation method to construct an analytical solution for porous medium equation. This combination of two methods successfully worked to give very reliable and exact solutions to the equation. This method provides an analytical approximation in a rapidly convergent sequence with in exclusive manner computed terms. Its rapid convergence shows that the method is trustworthy and introduces a significant improvement in solving nonlinear partial differential equations over existing methods. ACKNOWLEDGEMENT I am deeply grateful to the management of Shirpur Education Society, Shirpur (Maharashtra) without whose support my research work would not have been possible. I would also like to extend my gratitude to the Prin. Dr. J. B. Patil and Mr. S. P. Shukla, Head of Department of Applied Science, RCPIT for helping and inspiring me for the research work. REFERENCES [1] A.D. Polyanin, V.F. Zaitsev (2004), Handbook of Nonlinear Partial Differential Equations, Chapman and Hall/CRC Press, Boca Raton,.2004. [2] Mishra D, Pradhan V. H., Mehta M. N. (2012), Solution of Porous Medium Equation by Homotopy Perturbation Transform Method, International Journal of Engineering Research and Applications, Vol.2 Issue 3, pp2041-2046. [3] Juan Luis Vazquez (2007), The Porous Medium Equation Mathematical Theory, Oxford Science Publication, Clarenden Press, pp1-28. [4] Tarig M. Elzaki and Eman M. A. Hilal (2012), Homotopy Perturbation and ELzaki Transform for solving Nonlinear Partial Differential equations, Mathematical Theory and Modeling, Vol.2,No.3, pp33-42. [5] Tarig M. Elzaki and Salih M. Elzaki (2011), Applications of New Transform “ELzaki Transform” to Partial Differential Equations, Global Journal of Pure and Applied Mathematics, Vol.7, No.1,pp65-70. [6] Tarig M. Elzaki (2011), The New Integral Transform “ELzaki Transform”, Global Journal of Pure and Applied Mathematics, Vol.7, No.1,pp57- 64. [7] Tarig M. Elzaki, Salih M. Elzaki and Elsayed A. Elnour (2012), On the New Integral Transform “ELzaki Transform” Fundamental Properties Investigations and Applications, Global Journal of Mathematical Sciences: Theory and Practical, Vol.4, No.1, pp1-13.