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8/10/2019 Computer Physics Communications Volume 180 issue 9 2009 [doi 10.1016_j.cpc.2009.04.009] M.M. Rashidi; E. Erf…
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Computer Physics Communications 180 (2009) 1539–1544
Contents lists available at ScienceDirect
Computer Physics Communications
www.elsevier.com/locate/cpc
New analytical method for solving Burgers’ and nonlinear heat transfer equations
and comparison with HAM
M.M. Rashidi ∗, E. Erfani
Engineering Faculty of Bu-Ali Sina University, PO Box 65175-4161 Hamedan, Iran
a r t i c l e i n f o a b s t r a c t
Article history:
Received 22 January 2009Accepted 15 April 2009
Available online 17 April 2009
Keywords:
Differential transform method (DTM)
Burgers’ equation
Nonlinear differential equation
Homotopy analysis method (HAM)
Fin
In this study, we present a numerical comparison between the differential transform method (DTM) and
the homotopy analysis method (HAM) for solving Burgers’ and nonlinear heat transfer problems. The
first differential equation is the Burgers’ equation serves as a useful model for many interesting problems
in applied mathematics. The second one is the modeling equation of a straight fin with a temperature
dependent thermal conductivity. In order to show the effectiveness of the DTM, the results obtained
from the DTM is compared with available solutions obtained using the HAM [M.M. Rashidi, G. Domairry,
S. Dinarvand, Commun. Nonlinear Sci. Numer. Simul. 14 (2009) 708–717; G. Domairry, M. Fazeli, Commun.
Nonlinear Sci. Numer. Simul. 14 (2009) 489–499] and whit exact solutions. The method can easily be
applied to many linear and nonlinear problems. It illustrates the validity and the great potential of the
differential transform method in solving nonlinear partial differential equations. The obtained results
reveal that the technique introduced here is very effective and convenient for solving nonlinear partial
differential equations and nonlinear ordinary differential equations that we are found to be in good
agreement with the exact solutions.
© 2009 Elsevier B.V. All rights reserved.
1. Introduction
Most phenomena in real world are described through nonlinear
equations. Nonlinear phenomena play important roles in applied
mathematics, physics and in engineering problems in which each
parameter varies depending on different factors. The importance
of obtaining the exact or approximate solutions of nonlinear par-
tial differential equations (NLPDEs) in physics and mathematics, it
is still a hot spot to seek new methods to obtain new exact or
approximate solutions. Large class of nonlinear equations does not
have a precise analytic solution, so numerical methods have largely
been used to handle these equations. There are also some ana-
lytic techniques for nonlinear equations. Some of the classic ana-
lytic methods are the Lyapunov’s artificial small parameter method,perturbation techniques and δ-expansion method. In the recent
years, many authors mainly had paid attention to study solutions
of nonlinear partial differential equations by using various meth-
ods. Among these are the Adomian decomposition method (ADM),
tanh method, homotopy perturbation method (HPM), sinh–cosh
method, HAM, DTM and variational iteration method (VIM).
In 1992, Liao [1] employed the basic ideas of homotopy in
topology to propose a general analytic method for nonlinear prob-
lems, namely the HAM. Based on homotopy of topology, the va-
* Corresponding author. Tel.: +98 811 8257409; fax: +98 811 8257400.
E-mail address: [email protected] (M.M. Rashidi).
lidity of the HAM is independent of whether or not there exist
small parameters in the considered equation. Therefore, the HAM
can overcome the foregoing restrictions of perturbation methods.
In recent years, the HAM has been successfully employed to solve
many types of nonlinear problems, see [2–6] and the references
therein.
The concept of differential transform method method was first
introduced by Zhou [7] in 1986 and it was used to solve both
linear and nonlinear initial value problems in electric circuit anal-
ysis. The main advantage of this method is that it can be applied
directly to NLPDEs without requiring linearization, discretization,
or perturbation. It is a semi analytical–numerical technique that
formulizes Taylor series in a very different manner. This method
constructs, for differential equations, an analytical solution in theform of a polynomial. Not like the traditional high order Taylor se-
ries method that requires symbolic computation, the DTM is an
iterative procedure for obtaining Taylor series solutions. Another
important advantage is that this method reducing the size of com-
putational work while the Taylor series method is computationally
taken long time for large orders. This method is well addressed in
[23–30].
The Burgers’ equation is a nonlinear partial differential equation
of second order. Burgers’ equation was first introduced by Bateman
[8] and then treated by Burgers’ [9,10] as a mathematical model
for turbulence. This equation has a large variety of applications
in modeling of water in unsaturated soil, dynamic of soil water,
statistics of flow problems, mixing and turbulent diffusion, cosmol-
0010-4655/$ – see front matter © 2009 Elsevier B.V. All rights reserved.
doi:10.1016/j.cpc.2009.04.009
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1540 M.M. Rashidi, E. Erfani / Computer Physics Communications 180 (2009) 1539–1544
ogy and seismology [11–13]. The Burgers’ equation is a nonlinear
equation, very similar to the Navier–Stokes equation and there is
analogy between the Burgers’ equation and Navier–Stokes equation
due to the form of nonlinear terms. This single equation has a con-
vection term, a diffusion term, and a time-dependent term.
In Burgers’ equation, discontinuities may appear in finite time,
even if the initial condition is smooth. They give rise to the phe-
nomenon of shock waves with important applications in physics[14]. These properties make Burgers’ equation a proper model for
testing numerical algorithms in flows where severe gradients or
shocks are anticipated. Several numerical methods to solve this
system have been given such as algorithms based on cubic spline
function technique [15], the explicit–implicit method [16], Adomi-
an’s decomposition method [17]. The variational iteration method
was used to solve the 1D Burgers’ and coupled Burgers’ equations
[18]. Rashidi and et al. [19] used the HAM to solve Burgers’ equa-
tion.
Fins or extended surfaces are frequently used to enhance the
rate of heat transfer from the primary surface. The rectangular fin
is widely used, probably, due to simplicity of its design and it is
less difficult in manufacturing process. However, it is well-known
fact that the rate of heat transmission from a fin base diminishesalong its length. Kern and Kraus [20] made an extensive review on
this issue. Aziz and Hug [21] used the regular perturbation method
and a numerical solution method to compute a closed form so-
lution for a straight convective fin with temperature-dependent
thermal conductivity. The HAM was used by Domairry and Fazeli
to solve Rectangular purely convective fin with temperature depen-
dent thermal conductivity [22].
In this paper, we extend the application of the differential
transform method to construct analytical approximate solutions
of the Burgers’ equation (5) and the modeling equation of a
straight fin with a temperature-dependent thermal conductivity
equation (15). Then we compare our results with the previously
obtained results by using the HAM in [19,22] and exact solutions.
With this technique, it is possible to obtain highly accurate resultsor exact solutions for differential equations.
2. Basic idea of the differential transform method
The basic definitions and fundamental operations of the two-
dimensional differential transform are defined in [23–30]. Consider
a function of two variable w( x, y) be analytic in the domain Ω and
let ( x, y) = ( x0, y0) in this domain. The function w( x, y) is then
represented by one series whose centre at located at w( x0, y0).
The differential transform of the function is the form
W (k, h) =1
k!h!
∂k+h w( x, y)
∂k x∂h y
( x0, y0)
, (1)
where w( x, y) is the original function and W (k, h) is the trans-
formed function. The transformation is called T-function and the
lower case and upper case letters represent the original and trans-
formed functions respectively. Then its inverse transform is defined
as
w( x, y) =
∞
k=0
∞
h=0
W (k, h)( x− x0)k( y − y0)h. (2)
The relations (1) and (2) imply that
w( x, y) =
∞k=0
∞h=0
1
k!h!
∂k+h w( x, y)
∂k x∂h y
( x0, y0)
( x− x0)k( y − y0)h. (3)
In a real application and when ( x0, y0) are taken as (0, 0), then
the function w( x, y) is expressed by a finite series and Eq. (2) can
be written as
w( x, y) ∼=
mk=0
nh=0
W (k, h) xk yh, (4)
in addition, Eq. (4) implies that ∞
k=m+1∞
h=n+1 W (k, h) xk yh is
negligibly small. Usually, the values of m and n are decided byconvergences of the series coefficients.
3. Application
3.1. The Burgers’ equation
Consider the Burgers’ equation [31]
ut + uu x − u xx = 0, x ∈ R, (5)
with the exact solution [32]
u( x, t ) =1
2 −
1
2 tanh
1
4
x−
1
2t
, (6)
and with the initial condition
u( x, 0) =1
2 −
1
2 tanh
x
4
. (7)
Taking the two-dimensional transform of Eq. (5) by using the re-
lated definitions in Table 1, we have
(h + 1)U (k, h + 1)+
kr =0
hs=0
(k − r + 1)U (r , h − s)U (k − r + 1, s)
− (k + 1)(k + 2)U (k + 2, h) = 0, (8)
by applying the differential transform into Eq. (7), the initial trans-
formation coefficients are thus determined by
Table 1
The operations for the two-dimensional differential transform method.
Original function Transformed function
w( x, y) = u( x, y)± v( x, y) W (k, h) = U (k, h)± V (k, h)
w( x, y) = λu( x, y) W (k, h) = λU (k, h), λ is a constant
w( x, y) = ∂u( x, y)
∂ x W (k, h) = (k+ 1)U (k+ 1, h)
w( x, y) = ∂u( x, y)
∂ y W (k, h) = (h + 1)U (k, h + 1)
w( x, y) = ∂ r +s u( x, y)
∂ xr ∂ ys W (k, h) = (k+ 1)(k + 2) . . . (k+ r )(h + 1)(h + 2) . . . (h + s)U (k+ r , h+ s)
w( x, y) = u( x, y)v( x, y) W (k, h) =k
r =0
hs=0 U (r , h − s)V (k − r , s)
w( x, y) = ∂u( x, y)
∂ x∂ v( x, y)
∂ x W (k, h) =k
r =0
hs=0(r + 1)(k − r + 1)U (r + 1, h − s)V (k− r + 1, s)
w( x, y) = ∂u( x, y)
∂ x∂ v( x, y)
∂ y W (k, h) =
kr =0
hs=0(k− r + 1)(h − s + 1)U (k − r , s)V (r , h− s + 1)
w( x, y) = u( x, y)∂ v( x, y)
∂ x W (k, h) =kr =0 h
s=0(k− r + 1)U (r , h − s)V (k − r + 1, s)
w( x, y) = u( x, y)∂ 2 v( x, y)
∂ x W (k, h) =k
r =0
hs=0(k− r + 2)(k − r + 1)U (r , h− s)V (k− r + 2, s)
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∞k=0
U (k, 0) xk=
1
2 −
x
8 +
x3
384 −
x5
15360 +
17 x7
10321920
−31 x9
743178240 +
691 x11
653996851200 + · · · . (9)
Hence from Eq. (9)
U (k, 0) = 0, if k = 2, 4, 6, . . . ,
U (1, 0) =−1
8, U (3, 0) =
1
384,
U (5, 0) =−1
15360, . . . . (10)
Substituting Eq. (10) in Eq. (8), and by recursive method we
can calculating another values of U (k, h), some results are listed as
follows in Table 2. Hence, substituting all U (k, h) into Eq. (4) we
have series solution as below
Table 2
Some values of U (k, h) of Example 3.1.
U (1, 1) = 0 U (2, 3) = 13!×211 U (5, 6) = 691
3!3×224×52 U (1, 8) =− 31
3!2×224×5×7
U (2, 2) = 0 U (3, 2) =− 1
3!×210 U (6, 5) =− 691
3!3×223×52 U (8, 1) = 31
3!2×217×5×7
U (3, 3) = 0 U (3, 4) = 173!×217 U (2, 5) =−
173!×219×5
U (3, 6) =− 31
3!3×219×5
u( x, t ) ∼=
mk=0
nh=0
U (k, h) xkt h
= U (0, 0)+ U (1, 0) x+ U (0, 1)t
+ U (1, 1) xt +· · · + U (m, n) xmt n
=1
2
+t
16
−t 3
3072
+t 5
491520
− x
8
+t 2 x
512
−t 4 x
49152
−tx2
256
+t 3 x2
12888 −
17t 5 x2
15728640 +
x3
384 −
t 2 x3
6144 +
17t 4 x3
4718592 +
tx4
6144
−17t 3 x4
2359296 +
31t 5 x4
188743680 −
x5
15360
+17t 2 x5
1966080 −
31t 4 x5
94371840 + · · · . (11)
Our approximation has one more interesting property, if we ex-
pand exact solution (6) using Taylor’s expansion about (0, 0), we
have the series same as the our approximation (11).
In Fig. 1, we study the diagrams of the results obtained by the
DTM for m = 50, n = 50 in comparison with the HAM [19] and
exact solution (6).
Note that the solution series obtained by the HAM contains theauxiliary parameter h, which provides us with a simple way to ad-
just and control the convergence of the solution series. As pointed
Fig. 1. The results obtained by the DTM (m = 50, n = 50) Eq. (11) and the HAM [19] by 9th-order approximate solution, in comparison with the exact solution (6), when
5 t 12, (a) x = 0.25; (b) x = 0.75; (c) x = 1; (d) x = 1.5.
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Table 3
Comparison of the exact solution (6) whit the DTM (m = 50, n = 50) and the HAM (h =−0.6) by 9th-order approximate solution in case of x = 0.5, x = 1.5 and 0 t 12.
t x = 0.5 x = 1.5
Exact HAM (h =−0.6) DTM Exact HAM (h =−0.6) DTM
1 0.500000000 0.499967668 0.500000000 0.377540668 0.377496222 0.377540668
2 0.562176500 0.562186654 0.562176500 0.437823499 0.437785782 0.437823499
3 0.622459331 0.622618884 0.622459331 0.500000000 0.500133672 0.499999999
4 0.679178699 0.679494353 0.679178699 0.562176500 0.562684851 0.5621765005 0.731058578 0.731289069 0.731058578 0.622459331 0.623385326 0.622459331
6 0.777299861 0.776880106 0.777299861 0.679178699 0.680114881 0.679178699
7 0.817574476 0.815694315 0.817574476 0.731058578 0.730852749 0.731058578
8 0.851952801 0.847843276 0.851952801 0.777299861 0.773875815 0.777299861
9 0.880797077 0.874236662 0.880797060 0.817574476 0.807988448 0.817574479
10 0.904650535 0.896665720 0.904646851 0.851952801 0.832782589 0.851953323
11 0.924141819 0.917848146 0.923677794 0.880797077 0.848926292 0.880854270
12 0.939913349 0.941425185 0.901792839 0.904650535 0.858478394 0.908702365
Fig. 2. The comparison of the errors in answers results by the DTM ( m = 50, n = 50)
and the HAM (h =−0.6) by 9th-order approximate solution at t = 10.
in [19], the valid region of h in this case is −1.6 < h < −0.4. Whenh =−1, the solution by the HAM is as the same solution series ob-
tained by HPM, which proposed in 1998 by Dr. He [33]. Therefore,
the HAM logically contains the HPM. We can find that the best
value of h in this case is −0.6.
In Table 3, we present a numerical comparison between the
HAM (h =−0.6) by 9th-order approximate solution, the DTM (m =
50, n = 50), and exact solution (6) in this case of x = 0.5, x = 1.5
and 0 t 12.
Table 3 indicates that the results obtained by the DTM for the
case of 0 t 8 have nine digits precision whit the exact solu-
tions.
In Figs. 2 and 3, we present the comparison of the errors
in answers results by the DTM (m = 50, n = 50) and the HAM
(h =−0.6) by 9th-order approximate solution at t = 10 and t = 11respectively for the case of −1 x 1. Considering these two fig-
ures, we find out that errors of the DTM are very less than those
of the HAM even for large t .
3.2. Rectangular purely convective fin with temperature dependent
thermal conductivity
Consider a straight fin with a temperature-dependent thermal
conductivity, arbitrary constant cross-sectional area Ac , perimeter
P , and length b (see Fig. 4). The fin is attached to a base surface of
temperature T b , extends into a fluid of temperature T a and its tip
is insulated. The one-dimensional energy balance equation is given
Ac d
dx
k(T )
dT
dx
− P h(T b − T a) = 0. (12)
Fig. 3. The comparison of the errors in answers results by the DTM ( m = 50, n = 50)
and the HAM (h =−0.6) by 9th-order approximate solution at t = 11.
Fig. 4. Geometry of a straight fin.
The thermal conductivity of the fin material is assumed a linear
function of temperature according to
k(T ) = ka
1+ λ(T − T a)
, (13)
where ka is the thermal conductivity at the ambient fluid temper-
ature of the fin and k is the parameter describing the variation of
the thermal conductivity.
Employing the following dimensionless parameters
θ =T − T a
T b − T a, ζ =
x
b, β = λ(T b − T a), ψ =
h P b2
ka Ac
1/2
.
(14)
The formulation of the problem reduces to
d2θ
dζ 2 + βθ
d2θ
dζ 2 + β
dθ
dζ
2−ψ 2θ = 0, (15a)
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Table 4
Comparison of the dimensionless temperature errors in answers results by the DTM (k = 15) and the HAM by 12th-order approximate solution for the case of constant
thermal conductivity, i.e. β = 0.
ζ ψ = 0.5 ψ = 1
DTM HAM (h =−1) HAM (h =−0.92) DTM HAM (h =−1) HAM (h =−0.791)
0 0.000000000 1.3600 × 10−12 4.8849 × 10−15 2.0095 × 10−14 1.7793×10−5 4.5732× 10−11
0.1 0.000000000 1.3433× 10−12 4.6629 × 10−15 2.0317× 10−14 1.7574× 10−5 4.6543× 10−11
0.2 0.000000000 1.2936× 10−
12 4.4408 × 10−
15 2.0539× 10−
14 1.6922×10−
5 4.7738× 10−
11
0.3 0.000000000 1.2121× 10−12 3.1086× 10−15 2.0983 × 10−14 1.5854×10−5 4.5748 × 10−11
0.4 1.1102×10−16 1.1013 × 10−12 2.9976× 10−15 2.1649 × 10−14 1.4395×10−5 3.5230× 10−11
0.5 0.000000000 9.6378 × 10−13 2.3314× 10−15 2.2648 × 10−14 1.2582×10−5 1.0373× 10−11
0.6 0.000000000 8.0147 × 10−13 5.2180× 10−15 2.3869× 10−14 1.0458×10−5 3.2824× 10−11
0.7 1.1102×10−16 6.2105× 10−13 6.7723 × 10−15 2.5091 × 10−14 8.0782×10−6 9.1056× 10−11
0.8 1.1102×10−16 4.2377× 10−13 1.2212 × 10−14 2.5979× 10−14 5.4985×10−6 1.4602× 10−10
0.9 1.1102×10−16 2.1505× 10−13 3.9968 × 10−15 2.3092× 10−14 2.7835×10−6 1.4952× 10−10
1. 0.000000000 6.9944 × 10−15 7.7715× 10−15 0.0000000000 0.000000000 5.3290× 10−15
dθ
dζ = 0 at ζ = 0, (15b)
θ = 1 at ζ = 1. (15c)
Taking the one-dimensional transform of Eq. (15a) by using the
related definitions, we have
(k + 1)(k + 2)Θ(k + 2)
+ β
kr =0
(k − r + 2)(k − r + 1)Θ(r )Θ(k − r + 2)
+ β
kr =0
(r + 1)(k − r + 1)Θ(r + 1)Θ(k − r + 1)
−ψ2Θ(k) = 0, (16)
where dimensionless temperature is given by
θ(ζ) =
∞
k=0
Θ (k)ζ k. (17)
Additionally, applying the DTM to Eq. (15b) the boundary condition
is given as follow
Θ(1) = 0, (18)
by assuming
Θ(0) = α, (19)
moreover, substituting Eqs. (18) and (19) into Eq. (16) and by re-
cursive method we can calculating another values of Θ(k), some
results are listed as follows
Θ(k) = 0, if k = 3, 5, 7, . . . ,
Θ(2) =αψ2
2!(1+αβ),
Θ(4) =α(1− 2αβ)ψ 4
4!(1+αβ)3 ,
Θ(6) =α(2αβ − 1)(14αβ − 1)ψ6
6!(1+ αβ)5 ,
Θ(8) =α(2αβ − 1)(1 + 4αβ(112αβ − 19))ψ8
8!(1+ αβ)7 ,
.
.
.. (20)
By applying the boundary condition (15c), we can obtain α .
Hence, substituting all Θ(k) into (17) we have series solutionas below
Fig. 5. The comparison of the dimensionless temperature errors in answers results
by the DTM (k = 15) and the HAM by 12th-order approximate solution (ψ = 1, β =
0)
.
θ(ζ) ∼=
mk=0
Θ(k)ζ k = α +αψ2
2!(1+ αβ)ζ 2 +
α(1− 2αβ)ψ 4
4!(1+αβ)3 ζ 4
+α(2αβ − 1)(14αβ − 1)ψ6
6!(1+ αβ)5 ζ 6
+α(2αβ − 1)(1 + 4αβ(112αβ − 19))ψ8
8!(1+ αβ)7 ζ 8
+· · · . (21)
When the thermal conductivity is constant, i.e. β = 0 Eq. (15)
becomes a linear equation for which analytical solution is avail-
able. The analytical solution for dimensionless temperature distri-
bution θ(ζ) is
θ(ζ)analytical =eψζ + e−ψζ
eψ + e−ψ . (22)
In Table 4, numerical comparison of the dimensionless temper-
ature errors in answers results by the DTM and the HAM [22] were
compared for ψ = 0.5 and ψ = 1. Note that the solution series
obtained by the HAM contains the auxiliary parameter h, which
influence its convergence region and rate. We should therefore fo-
cus on the choice of h by plotting of errors in answers results by
the HAM for some values of h.
As pointed in [22], the valid region of h for the case of ψ = 0.5
and constant thermal conductivity is −1.3 < h < 0 and for the case
of ψ = 1 and constant thermal conductivity is −1.6 < h < −0.1.
In Fig. 5, we present the comparison of the errors in answersresults by the DTM (m = 15) and the HAM (h =−0.78, h =−0.785
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1544 M.M. Rashidi, E. Erfani / Computer Physics Communications 180 (2009) 1539–1544
Fig. 6. Comparison for dimensionless temperature variation for ψ = 1.
and h = −0.791) by 12th-order approximate solution for the case
of the constant thermal conductivity.From Table 4 and Fig. 5, it can be concluded that approximate
the DTM expression presented as a solution in this study gives
better results than the HAM approximation. We observe that the
best value of h is −0.791 for the case of (ψ = 1, β = 0) Fig. 5 and
−0.92 for the case of (ψ = 0.5, β = 0).
When conductivity varies whit temperature, Eq. (15) becomes
a nonlinear equation for which analytical solution is not avail-
able. Hence, in this paper a second analysis is also conducted via
the classical fourth-order Runge–Kutta for the purpose of testing
this method. In Fig. 6, dimensionless temperature distribution is
compared for ψ = 1 with various β values. From Fig. 6 it is seen
that, when the problem becomes nonlinear the obtained results by
those the DTM and the HAM agreement with numerical results.
4. Conclusions
In this paper, we presented a reliable algorithm based on
the DTM to solve some nonlinear equations. Some examples are
given to illustrate the validity and accuracy of this procedure. The
present method reduces the computational difficulties of the other
methods (same as the HAM, VIM, ADM and HPM) and all the
calculations can be made simple manipulations. The accuracy of
the method is very good. The method has been applied directly
without requiring linearization, discretization, or perturbation. The
obtained results demonstrate the reliability of the algorithm and
gives it a wider applicability to nonlinear differential equations.
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