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Research Article A Simple Modification of Homotopy Perturbation Method for the Solution of Blasius Equation in Semi-Infinite Domains M. Aghakhani, 1 M. Suhatril, 2 M. Mohammadhassani, 2 M. Daie, 3 and A. Toghroli 2 1 Young Researchers and Elite Club, Islamic Azad University, Ilkhchi Branch, Ilkhchi, Iran 2 Department of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia 3 Department of Civil Engineering, University of Tabriz, Tabriz, Iran Correspondence should be addressed to M. Mohammadhassani; [email protected] Received 8 July 2015; Revised 28 August 2015; Accepted 9 September 2015 Academic Editor: Gerhard-Wilhelm Weber Copyright © 2015 M. Aghakhani et al. is 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. A simple modification of the homotopy perturbation method is proposed for the solution of the Blasius equation with two different boundary conditions. Pad´ e approximate is used to deal with the boundary condition at infinity. e results obtained from the analytical method are compared to Howarth’s numerical solution and fiſth order Runge-Kutta Fehlberg method indicating a very good agreement. e proposed method is a simple and reliable modification of homotopy perturbation method, which does not require the existence of a small parameter, linearization of the equation, or computation of Adomian’s polynomials. 1. Introduction Nonlinear differential equations are ubiquitous in science and technology. However, finding analytical solutions for this class of equations always has been a challenging task. In the recent years, several approximate methods were proposed for the analytical solution of nonlinear differential equations that do not depend on the existence of a small or large parameter in the equation. Among them, Homotopy Analysis Method (HAM) [1], Adomian Decomposition Method (ADM) [2], Variational Iteration Method (VIM) [3], Differential Trans- formation Method (DTM) [4], and Homotopy Perturba- tion Method (HPM) [5] can be mentioned. e homotopy perturbation method, first proposed by He [5], combines ease of implementation of perturbation methods with the flexibility of the homotopy analysis method. In addition, in the recent years, some novel methods for approximate solution of nonlinear differential equations emerged, such as Optimal Homotopy Asymptotic Method (OHAM) [6], Generalized Homotopy Method (GHM) [7], and ( /)- expansion method [8]. In the past, many scientists attempted to suggest an improvement to the homotopy perturbation method. eir studies were mainly focused on enlarging convergence radius and accelerating convergence of the solution and new suggestions for homotopy construction as well as alternation of linear and nonlinear part of homotopy based on the applied problem. Jafari and Aminataei [9] introduced a new treatment for homotopy perturbation method, which improves results from HPM. ey discussed convergency of the proposed method. In order to demonstrate efficiency, accuracy, and superiority of the suggested method, the new modification was applied to some experiments in their paper. Yusufo˘ glu [10] purposed an alternation of HPM for exact solution of system of linear equations. He introduced an accelerating parameter to solve the system linear equation. rough embedding the accelerating parameters, conver- gence improved and required iterations reduced to one iteration. An effective method for convergence improvement of HPM for the solution of fractional differential equations was suggested by Hosseinnia et al. [11]. ey proposed a method to select the linear part in the HPM to keep the inherent stability of fractional equations. To illustrate the improvement, Riccati fractional differential equations were solved. Results indicated the accuracy and effectiveness of the method compared to traditional HPM. A modification of HPM to solve fractional multidimensional diffusion equa- tions is introduced by Kumar et al. [12]. In their study, Sumudu transform was utilized for transformation of partial differential equations into a new form. Dong et al. [13] Hindawi Publishing Corporation Mathematical Problems in Engineering Volume 2015, Article ID 671527, 7 pages http://dx.doi.org/10.1155/2015/671527
Transcript
Page 1: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

Research ArticleA Simple Modification of Homotopy Perturbation Method forthe Solution of Blasius Equation in Semi-Infinite Domains

M Aghakhani1 M Suhatril2 M Mohammadhassani2 M Daie3 and A Toghroli2

1Young Researchers and Elite Club Islamic Azad University Ilkhchi Branch Ilkhchi Iran2Department of Civil Engineering University of Malaya 50603 Kuala Lumpur Malaysia3Department of Civil Engineering University of Tabriz Tabriz Iran

Correspondence should be addressed to M Mohammadhassani drmohammadmohammadhassanigmailcom

Received 8 July 2015 Revised 28 August 2015 Accepted 9 September 2015

Academic Editor Gerhard-WilhelmWeber

Copyright copy 2015 M Aghakhani et al This is an open access article distributed under the Creative Commons Attribution Licensewhich permits unrestricted use distribution and reproduction in any medium provided the original work is properly cited

A simple modification of the homotopy perturbationmethod is proposed for the solution of the Blasius equation with two differentboundary conditions Pade approximate is used to deal with the boundary condition at infinity The results obtained from theanalytical method are compared to Howarthrsquos numerical solution and fifth order Runge-Kutta Fehlberg method indicating a verygood agreement The proposed method is a simple and reliable modification of homotopy perturbation method which does notrequire the existence of a small parameter linearization of the equation or computation of Adomianrsquos polynomials

1 Introduction

Nonlinear differential equations are ubiquitous in scienceand technology However finding analytical solutions for thisclass of equations always has been a challenging task In therecent years several approximate methods were proposed forthe analytical solution of nonlinear differential equations thatdo not depend on the existence of a small or large parameterin the equation Among them Homotopy Analysis Method(HAM) [1] Adomian Decomposition Method (ADM) [2]Variational Iteration Method (VIM) [3] Differential Trans-formation Method (DTM) [4] and Homotopy Perturba-tion Method (HPM) [5] can be mentioned The homotopyperturbation method first proposed by He [5] combinesease of implementation of perturbation methods with theflexibility of the homotopy analysis method In additionin the recent years some novel methods for approximatesolution of nonlinear differential equations emerged suchas Optimal Homotopy Asymptotic Method (OHAM) [6]Generalized Homotopy Method (GHM) [7] and (119866

10158401015840119866)-expansion method [8]

In the past many scientists attempted to suggest animprovement to the homotopy perturbation method Theirstudies weremainly focused on enlarging convergence radiusand accelerating convergence of the solution and new

suggestions for homotopy construction as well as alternationof linear and nonlinear part of homotopy based on theapplied problem Jafari and Aminataei [9] introduced anew treatment for homotopy perturbation method whichimproves results from HPM They discussed convergency ofthe proposed method In order to demonstrate efficiencyaccuracy and superiority of the suggested method the newmodification was applied to some experiments in their paperYusufoglu [10] purposed an alternation of HPM for exactsolution of system of linear equations He introduced anaccelerating parameter to solve the system linear equationThrough embedding the accelerating parameters conver-gence improved and required iterations reduced to oneiteration An effective method for convergence improvementof HPM for the solution of fractional differential equationswas suggested by Hosseinnia et al [11] They proposed amethod to select the linear part in the HPM to keep theinherent stability of fractional equations To illustrate theimprovement Riccati fractional differential equations weresolved Results indicated the accuracy and effectiveness ofthe method compared to traditional HPM A modificationof HPM to solve fractional multidimensional diffusion equa-tions is introduced by Kumar et al [12] In their studySumudu transform was utilized for transformation of partialdifferential equations into a new form Dong et al [13]

Hindawi Publishing CorporationMathematical Problems in EngineeringVolume 2015 Article ID 671527 7 pageshttpdxdoiorg1011552015671527

2 Mathematical Problems in Engineering

obtained the solution of strongly nonlinear mixed Volterra-Fredholm integral equation by using an improvement to thehomotopy perturbation method Although the traditionalHPM is divergent in these kinds of problems the proposedmethod is convergent and leads to the exact solution

In the present paper a simple and reliable modificationof HPM is employed for the solution of two different formsof nonlinear Blasius equation in a semi-infinite domain Forthat we consider two forms of the Blasius equation arising influid flow inside the velocity boundary layer as follows

The first form of the Blasius equation is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 1198911015840(120578) = 1 as 120578 997888rarr infin

(1)

And the second form is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 1198911015840(120578) = 0 as 120578 997888rarr infin

(2)

It can be seen that two equations are the same exceptfor boundary conditions The first form of the equation isthe well-known classical Blasius first derived by Blasius [14]and dates back about a century which describes the velocityprofile of two-dimensional viscous laminar flow over a finiteflat plate This form of the Blasius equation is the simplestform and the origin of all boundary layer equations in fluidmechanics The second form of the equation proposed morerecently arises in the steady free convection about a verticalflat plate embedded in a saturated porous medium [15]Laminar boundary layers at the interface of cocurrent parallelstreams [16] or the flow near the leading edge of a verylong steadily operating conveyor belt [17] Despite the factthat the Blasius equation is a simple third order nonlineardifferential equation with smooth and monotonic solutionthe hope that solution techniques employed to handle thisequation can be extended to the difficult equations motivatedseveral researchers to conduct abundant studies around it bymeans of different analytical and numerical approaches [18ndash21] It is worth mentioning that despite that this problem isa century old it is still being investigated by several authorsand some recent paper was published about it [22ndash26]

In the recent years the homotopy perturbationmethod issuccessfully applied to a wide variety of problems in scienceand technology Analytical solution of the Blasius equationplays a very important role in the design and optimizationof fluid devices In the present paper a simple modificationof this analytical method was employed for the solution ofthe Blasius equation with two different forms of boundaryconditions For that first the equations are transferredto corresponding initial value problems with appropriateboundary conditions Then the initial value problems aresolved by the homotopy perturbation method Finally thediagonal Pade transformation is used to handle the boundarycondition at infinity and enlarge the convergence radius ofthe resulting series For the convenience of the reader we

first introduce the homotopy perturbation method in thefollowing section

2 Homotopy Perturbation Method

The combination of the perturbation method and the homo-topy method is called the homotopy perturbation method(HPM) This method lacks the limitations of the traditionalperturbation methods and can take the full advantage of thetraditional perturbation techniques To illustrate the basicidea of this method [5] consider the following nonlineardifferential equation

119860 (119906) minus 119891 (119903) = 0 119903 isin Ω (3)

subjected to the boundary conditions

119861(119906120597119906

120597119899) = 0 119903 isin Γ (4)

where 119860 is a general differential operator 119861 is a boundaryoperator 119891(119903) is a known analytical function and Γ isthe boundary of the domain 120597119906120597119899 denotes differentiationalong the normal drawn outwards from Ω The operator 119860generally speaking can be divided into two parts of 119871 and119873where 119871 is the linear part while119873 is a nonlinear one Hence(3) can be rewritten as follows

119871 (119906) + 119873 (119906) minus 119891 (119903) = 0 119903 isin Ω (5)

We can construct the following homotopy which does notrequire that (3) has a small parameter

119867(] 119901) = (1 minus 119901) [119871 (]) minus 119871 (1199060)] + 119901 [119860 (]) minus 119891 (119903)]

= 0(6)

in which 119901 isin [0 1] is called homotopy parameter and 1199060is an

initial approximation of (3) satisfying the given conditionsFrom (3) we have

119867(] 0) = 119871 (]) minus 119871 (1199060) = 0

119867 (] 1) = 119860 (]) minus 119891 (119903) = 0(7)

Solution of (3) can be written as a power series in119901 as follows

] = ]0+ 119901]1+ 1199012]2+ sdot sdot sdot (8)

Setting 119901 = 1 results in the approximate solution in the formof

119881 = lim119901rarr1

] = ]0+ ]1+ ]2+ sdot sdot sdot (9)

The convergence of (9) has been proven by He [27]

3 Application of HPM-Padeacute to the First Formof the Blasius Equation

In this section we consider the following form of the Blasiusequation

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 1198911015840(120578) = 1 as 120578 997888rarr infin

(10)

Mathematical Problems in Engineering 3

Due to the boundary condition at infinity direct appli-cation homotopy perturbation method is not appropriatefor this equation and will not yield the desired resultsConsequently a modification in the equation or boundarycondition is necessary Equation (10) is reformulated asfollows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 11989110158401015840

(0) = 120590

(11)

where 120590 is an unknown to be determined later This modifi-cation of boundary conditions converts (10) from a boundaryvalue problem to the corresponding initial value problemwhich can be easily handled by HPM This procedure issimilar to the shooting method for numerical solution ofboundary value problems in which the given boundary valueproblem is converted into an initial value problem

Following the outline given in Section 2 a homotopy isconstructed for (11)

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901 (119891

101584010158401015840+

1

211989111989110158401015840) = 0 (12)

It is assumed that (12) has a solution in the following form

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (13)

Substituting 119891 from (13) into (12) and equating terms withidentical powers of 119901 we have

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120590

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(14)

and Equations (14) can be rapidly solved resulting in the

following

1198910=

1

21205901205782

1198911= minus

1

24012059021205785

1198912=

1145833333

1680000000000012059031205788

1198913= minus

232514881

198000000000000120590412057811

(15)

and

Table 1 Root of the Pade approximates for 120590 = 11989110158401015840(0) the first formof the Blasius equation

Order 11989110158401015840(0) Error

[2 2] 033548 342119864 minus 3

[4 4] 033267 613119864 minus 4

[6 6] 033213 727119864 minus 5

[8 8] 0332052 534119864 minus 6

[10 10] 03320549 244119864 minus 6

Numerical [28] 033205734

Therefore according to (9) the solution of (12) reads

119891 (120578) =1

21205901205782minus

1

24012059021205785+

1145833333

1680000000000012059031205788

minus232514881

198000000000000120590412057811

+181999653

9100000000000000120590512057814

+ sdot sdot sdot

(16)

The unknown initial curvature in (16) 120590 can be deter-mined by imposing the boundary condition of (10) at infinitythat is 1198911015840(infin) = 1 For that Pade approximants of (16) wereformed Pade approximants have the advantage of convertinga function 119891(120578) into a rational function in order to obtainmore information about 119891(120578) A [119872119873] Pade approximateto function 119891(120578) is the quotient of two polynomials 119875(120578)

119872

and 119876(120578)119873

of degrees 119872 and 119873 respectively It is wellknown that if a function is free of singularities on the realaxis the Pade approximant will usually converge on theentire real axis [30] Following the procedure suggested byBoyd [31] in order to determine the unknown parameter120590 in (16) the boundary condition at infinity was imposedto the diagonal Pade approximant Then the roots of Padeapproximant are used for the calculation of the unknownvalue The result of this calculation is presented in Table 1It can be seen from this table that the value obtained for120590 = 119891

10158401015840(0) agrees very well with the numerical results InTables 2ndash4 119891 1198911015840 and 11989110158401015840 obtained from 12th order HPM-Pade approximation are compared with Howarthrsquos numericalsolution [28] Furthermore as it can be seen from Tables2ndash4 purposed modification of HPM-Pade method is moreaccurate than the variational iterationmethod byHe [29] andis valid for a wider range of the solution domain

4 Application of HPM-Padeacute to the SecondForm of the Blasius Equation

The second form of the Blasius equation is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 1198911015840(120578) = 0 as 120578 997888rarr infin

(17)

4 Mathematical Problems in Engineering

Table 2 Comparison between 119891(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 016577 019319 016557 1668 0122 065003 06794 065001 451 00033 139682 139106 139679 041 00024 230576 224573 230572 26 00015 328329 317748 328309 322 00066 427964 414688 427767 310 0047 527926 513359 526736 276 022

Table 3 Comparison between 1198911015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 032979 035064 032977 632 00062 062977 061218 062976 279 00013 084605 07964 084603 587 00024 095552 090185 095551 562 00015 099150 095523 099152 362 00026 099868 098032 099883 184 00157 099992 099158 099943 083 048

Similar to the previous section in order to solve (17) thisequation was modified as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 11989110158401015840

(0) = 120572

(18)

In this equation 120572 is unknown initial curvature of (17)and will be determined later by the application of the bound-ary condition of (17) at infinity According to the instructionsin Section 2 by embedding 119901 isin [0 1] a homotopy wasconstructed for (17) as follows

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901(119891

101584010158401015840+

1

211989111989110158401015840) = 0 (19)

assuming that this equation has a solution in the followingform

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (20)

Substituting the above equation in (19) and rearranging willresult in the following

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120572

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(21)

and Ordinary differential equations (21) can be solved easily

The result is as follows

1198910=

1

21205721205782+ 120578

1198911=

1

24012057221205785minus

1

481205721205784

1198912=

11

16128012057231205788+

11

2016012057221205787+

1

9601205721205786

1198913= minus

1

107520

sdot 120572 (25

198120572312057811

+25

18120572212057810

+43

91205721205789+ 51205788)

(22)

and

Mathematical Problems in Engineering 5

Table 4 Comparison between 11989110158401015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 033206 05436 033205 637 00031 032301 027141 032300 1597 00032 026675 022748 026675 1472 03 016136 014117 016135 1252 00064 006424 007469 006422 1627 00315 001591 0036 001586 12627 03146 00024 001645 000110 mdash mdash7 000022 000723 000060 mdash mdash

Table 5 Root of the Pade approximates for 120572 = 11989110158401015840(0) the secondform of the Blasius equation

Order 11989110158401015840(0) Error

[4 4] minus052270 78119864 minus 2

[6 6] minus048944 45119864 minus 2

[8 8] minus046407 20119864 minus 2

[12 12] minus044654 27119864 minus 3

[16 16] minus044565 19119864 minus 4

[20 20] minus044372 19119864 minus 5

5th order Runge-Kutta Fehlberg(present) minus044374

Consequently the solution of (18) can be written asfollows

119891 (120578) = 120578 +1

21205721205782minus

1

481205721205784+

1

24012057221205785+

1

9601205721205786

+11

2016012057221205787+ sdot sdot sdot

(23)

In order to determine the unknown initial curvature 120572 in(23) boundary conditions of (17) at infinity 1198911015840(120578) = 0 mustbe applied For that Pade approximants of (23) which enlargeconvergence radius of the solution were used Then 120572 wasdetermined from 119891

1015840(120578) = 0 to the Pade approximants Initialcurvature of (23) obtained from this method is comparedto fifth order Runge-Kutta Fehlberg numerical method inTable 5 It is worthmentioning that examining the behavior of(17) reveals that its initial curvature must be negative There-fore the negative root of Pade approximants is selected InTables 6ndash8 the result of 8th order HPM-Pade approximationis presented against that of exact (numerical) method It canbe seen that there is a good agreement between the results ofthe proposed method and numerical solution

5 Conclusion

In the present paper a simple modification of the homotopyperturbation method is proposed for the solution of theBlasius equation in semi-infinite domains The equation insemi-infinite domain is transferred into equivalent initialvalue problems which results in appearance of an unknown

Table 6 Comparison between 119891(120578) obtained fromHPM-Pade withthe numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 0 0 01 0786198 078620 0000472 1218546 121855 0000533 1432728 143273 000024 1533086 153308 0000225 1578851 157884 0000296 1599437 159945 000117 1612470 161280 0002

Table 7 Comparison between1198911015840(120578) obtained fromHPM-Pade with

the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 1 1 01 0587153 0587153 00000212 0301784 0301783 00000563 0144016 0144016 0000124 0066244 0066243 000135 0029956 0029949 0000256 0013469 0013434 00257 0006119 0006005 18

coefficient In order to determine the unknown coefficientthe boundary condition of the problem at infinity is imposedto Pade approximant of the solution The results are in verygood agreement with numerical and previous data availablein the literature

Conflict of Interests

The authors declare that there is no conflict of interestsregarding the publication of this paper

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

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Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

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Stochastic AnalysisInternational Journal of

Page 2: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

2 Mathematical Problems in Engineering

obtained the solution of strongly nonlinear mixed Volterra-Fredholm integral equation by using an improvement to thehomotopy perturbation method Although the traditionalHPM is divergent in these kinds of problems the proposedmethod is convergent and leads to the exact solution

In the present paper a simple and reliable modificationof HPM is employed for the solution of two different formsof nonlinear Blasius equation in a semi-infinite domain Forthat we consider two forms of the Blasius equation arising influid flow inside the velocity boundary layer as follows

The first form of the Blasius equation is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 1198911015840(120578) = 1 as 120578 997888rarr infin

(1)

And the second form is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 1198911015840(120578) = 0 as 120578 997888rarr infin

(2)

It can be seen that two equations are the same exceptfor boundary conditions The first form of the equation isthe well-known classical Blasius first derived by Blasius [14]and dates back about a century which describes the velocityprofile of two-dimensional viscous laminar flow over a finiteflat plate This form of the Blasius equation is the simplestform and the origin of all boundary layer equations in fluidmechanics The second form of the equation proposed morerecently arises in the steady free convection about a verticalflat plate embedded in a saturated porous medium [15]Laminar boundary layers at the interface of cocurrent parallelstreams [16] or the flow near the leading edge of a verylong steadily operating conveyor belt [17] Despite the factthat the Blasius equation is a simple third order nonlineardifferential equation with smooth and monotonic solutionthe hope that solution techniques employed to handle thisequation can be extended to the difficult equations motivatedseveral researchers to conduct abundant studies around it bymeans of different analytical and numerical approaches [18ndash21] It is worth mentioning that despite that this problem isa century old it is still being investigated by several authorsand some recent paper was published about it [22ndash26]

In the recent years the homotopy perturbationmethod issuccessfully applied to a wide variety of problems in scienceand technology Analytical solution of the Blasius equationplays a very important role in the design and optimizationof fluid devices In the present paper a simple modificationof this analytical method was employed for the solution ofthe Blasius equation with two different forms of boundaryconditions For that first the equations are transferredto corresponding initial value problems with appropriateboundary conditions Then the initial value problems aresolved by the homotopy perturbation method Finally thediagonal Pade transformation is used to handle the boundarycondition at infinity and enlarge the convergence radius ofthe resulting series For the convenience of the reader we

first introduce the homotopy perturbation method in thefollowing section

2 Homotopy Perturbation Method

The combination of the perturbation method and the homo-topy method is called the homotopy perturbation method(HPM) This method lacks the limitations of the traditionalperturbation methods and can take the full advantage of thetraditional perturbation techniques To illustrate the basicidea of this method [5] consider the following nonlineardifferential equation

119860 (119906) minus 119891 (119903) = 0 119903 isin Ω (3)

subjected to the boundary conditions

119861(119906120597119906

120597119899) = 0 119903 isin Γ (4)

where 119860 is a general differential operator 119861 is a boundaryoperator 119891(119903) is a known analytical function and Γ isthe boundary of the domain 120597119906120597119899 denotes differentiationalong the normal drawn outwards from Ω The operator 119860generally speaking can be divided into two parts of 119871 and119873where 119871 is the linear part while119873 is a nonlinear one Hence(3) can be rewritten as follows

119871 (119906) + 119873 (119906) minus 119891 (119903) = 0 119903 isin Ω (5)

We can construct the following homotopy which does notrequire that (3) has a small parameter

119867(] 119901) = (1 minus 119901) [119871 (]) minus 119871 (1199060)] + 119901 [119860 (]) minus 119891 (119903)]

= 0(6)

in which 119901 isin [0 1] is called homotopy parameter and 1199060is an

initial approximation of (3) satisfying the given conditionsFrom (3) we have

119867(] 0) = 119871 (]) minus 119871 (1199060) = 0

119867 (] 1) = 119860 (]) minus 119891 (119903) = 0(7)

Solution of (3) can be written as a power series in119901 as follows

] = ]0+ 119901]1+ 1199012]2+ sdot sdot sdot (8)

Setting 119901 = 1 results in the approximate solution in the formof

119881 = lim119901rarr1

] = ]0+ ]1+ ]2+ sdot sdot sdot (9)

The convergence of (9) has been proven by He [27]

3 Application of HPM-Padeacute to the First Formof the Blasius Equation

In this section we consider the following form of the Blasiusequation

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 1198911015840(120578) = 1 as 120578 997888rarr infin

(10)

Mathematical Problems in Engineering 3

Due to the boundary condition at infinity direct appli-cation homotopy perturbation method is not appropriatefor this equation and will not yield the desired resultsConsequently a modification in the equation or boundarycondition is necessary Equation (10) is reformulated asfollows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 11989110158401015840

(0) = 120590

(11)

where 120590 is an unknown to be determined later This modifi-cation of boundary conditions converts (10) from a boundaryvalue problem to the corresponding initial value problemwhich can be easily handled by HPM This procedure issimilar to the shooting method for numerical solution ofboundary value problems in which the given boundary valueproblem is converted into an initial value problem

Following the outline given in Section 2 a homotopy isconstructed for (11)

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901 (119891

101584010158401015840+

1

211989111989110158401015840) = 0 (12)

It is assumed that (12) has a solution in the following form

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (13)

Substituting 119891 from (13) into (12) and equating terms withidentical powers of 119901 we have

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120590

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(14)

and Equations (14) can be rapidly solved resulting in the

following

1198910=

1

21205901205782

1198911= minus

1

24012059021205785

1198912=

1145833333

1680000000000012059031205788

1198913= minus

232514881

198000000000000120590412057811

(15)

and

Table 1 Root of the Pade approximates for 120590 = 11989110158401015840(0) the first formof the Blasius equation

Order 11989110158401015840(0) Error

[2 2] 033548 342119864 minus 3

[4 4] 033267 613119864 minus 4

[6 6] 033213 727119864 minus 5

[8 8] 0332052 534119864 minus 6

[10 10] 03320549 244119864 minus 6

Numerical [28] 033205734

Therefore according to (9) the solution of (12) reads

119891 (120578) =1

21205901205782minus

1

24012059021205785+

1145833333

1680000000000012059031205788

minus232514881

198000000000000120590412057811

+181999653

9100000000000000120590512057814

+ sdot sdot sdot

(16)

The unknown initial curvature in (16) 120590 can be deter-mined by imposing the boundary condition of (10) at infinitythat is 1198911015840(infin) = 1 For that Pade approximants of (16) wereformed Pade approximants have the advantage of convertinga function 119891(120578) into a rational function in order to obtainmore information about 119891(120578) A [119872119873] Pade approximateto function 119891(120578) is the quotient of two polynomials 119875(120578)

119872

and 119876(120578)119873

of degrees 119872 and 119873 respectively It is wellknown that if a function is free of singularities on the realaxis the Pade approximant will usually converge on theentire real axis [30] Following the procedure suggested byBoyd [31] in order to determine the unknown parameter120590 in (16) the boundary condition at infinity was imposedto the diagonal Pade approximant Then the roots of Padeapproximant are used for the calculation of the unknownvalue The result of this calculation is presented in Table 1It can be seen from this table that the value obtained for120590 = 119891

10158401015840(0) agrees very well with the numerical results InTables 2ndash4 119891 1198911015840 and 11989110158401015840 obtained from 12th order HPM-Pade approximation are compared with Howarthrsquos numericalsolution [28] Furthermore as it can be seen from Tables2ndash4 purposed modification of HPM-Pade method is moreaccurate than the variational iterationmethod byHe [29] andis valid for a wider range of the solution domain

4 Application of HPM-Padeacute to the SecondForm of the Blasius Equation

The second form of the Blasius equation is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 1198911015840(120578) = 0 as 120578 997888rarr infin

(17)

4 Mathematical Problems in Engineering

Table 2 Comparison between 119891(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 016577 019319 016557 1668 0122 065003 06794 065001 451 00033 139682 139106 139679 041 00024 230576 224573 230572 26 00015 328329 317748 328309 322 00066 427964 414688 427767 310 0047 527926 513359 526736 276 022

Table 3 Comparison between 1198911015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 032979 035064 032977 632 00062 062977 061218 062976 279 00013 084605 07964 084603 587 00024 095552 090185 095551 562 00015 099150 095523 099152 362 00026 099868 098032 099883 184 00157 099992 099158 099943 083 048

Similar to the previous section in order to solve (17) thisequation was modified as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 11989110158401015840

(0) = 120572

(18)

In this equation 120572 is unknown initial curvature of (17)and will be determined later by the application of the bound-ary condition of (17) at infinity According to the instructionsin Section 2 by embedding 119901 isin [0 1] a homotopy wasconstructed for (17) as follows

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901(119891

101584010158401015840+

1

211989111989110158401015840) = 0 (19)

assuming that this equation has a solution in the followingform

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (20)

Substituting the above equation in (19) and rearranging willresult in the following

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120572

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(21)

and Ordinary differential equations (21) can be solved easily

The result is as follows

1198910=

1

21205721205782+ 120578

1198911=

1

24012057221205785minus

1

481205721205784

1198912=

11

16128012057231205788+

11

2016012057221205787+

1

9601205721205786

1198913= minus

1

107520

sdot 120572 (25

198120572312057811

+25

18120572212057810

+43

91205721205789+ 51205788)

(22)

and

Mathematical Problems in Engineering 5

Table 4 Comparison between 11989110158401015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 033206 05436 033205 637 00031 032301 027141 032300 1597 00032 026675 022748 026675 1472 03 016136 014117 016135 1252 00064 006424 007469 006422 1627 00315 001591 0036 001586 12627 03146 00024 001645 000110 mdash mdash7 000022 000723 000060 mdash mdash

Table 5 Root of the Pade approximates for 120572 = 11989110158401015840(0) the secondform of the Blasius equation

Order 11989110158401015840(0) Error

[4 4] minus052270 78119864 minus 2

[6 6] minus048944 45119864 minus 2

[8 8] minus046407 20119864 minus 2

[12 12] minus044654 27119864 minus 3

[16 16] minus044565 19119864 minus 4

[20 20] minus044372 19119864 minus 5

5th order Runge-Kutta Fehlberg(present) minus044374

Consequently the solution of (18) can be written asfollows

119891 (120578) = 120578 +1

21205721205782minus

1

481205721205784+

1

24012057221205785+

1

9601205721205786

+11

2016012057221205787+ sdot sdot sdot

(23)

In order to determine the unknown initial curvature 120572 in(23) boundary conditions of (17) at infinity 1198911015840(120578) = 0 mustbe applied For that Pade approximants of (23) which enlargeconvergence radius of the solution were used Then 120572 wasdetermined from 119891

1015840(120578) = 0 to the Pade approximants Initialcurvature of (23) obtained from this method is comparedto fifth order Runge-Kutta Fehlberg numerical method inTable 5 It is worthmentioning that examining the behavior of(17) reveals that its initial curvature must be negative There-fore the negative root of Pade approximants is selected InTables 6ndash8 the result of 8th order HPM-Pade approximationis presented against that of exact (numerical) method It canbe seen that there is a good agreement between the results ofthe proposed method and numerical solution

5 Conclusion

In the present paper a simple modification of the homotopyperturbation method is proposed for the solution of theBlasius equation in semi-infinite domains The equation insemi-infinite domain is transferred into equivalent initialvalue problems which results in appearance of an unknown

Table 6 Comparison between 119891(120578) obtained fromHPM-Pade withthe numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 0 0 01 0786198 078620 0000472 1218546 121855 0000533 1432728 143273 000024 1533086 153308 0000225 1578851 157884 0000296 1599437 159945 000117 1612470 161280 0002

Table 7 Comparison between1198911015840(120578) obtained fromHPM-Pade with

the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 1 1 01 0587153 0587153 00000212 0301784 0301783 00000563 0144016 0144016 0000124 0066244 0066243 000135 0029956 0029949 0000256 0013469 0013434 00257 0006119 0006005 18

coefficient In order to determine the unknown coefficientthe boundary condition of the problem at infinity is imposedto Pade approximant of the solution The results are in verygood agreement with numerical and previous data availablein the literature

Conflict of Interests

The authors declare that there is no conflict of interestsregarding the publication of this paper

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 3: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

Mathematical Problems in Engineering 3

Due to the boundary condition at infinity direct appli-cation homotopy perturbation method is not appropriatefor this equation and will not yield the desired resultsConsequently a modification in the equation or boundarycondition is necessary Equation (10) is reformulated asfollows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 0 11989110158401015840

(0) = 120590

(11)

where 120590 is an unknown to be determined later This modifi-cation of boundary conditions converts (10) from a boundaryvalue problem to the corresponding initial value problemwhich can be easily handled by HPM This procedure issimilar to the shooting method for numerical solution ofboundary value problems in which the given boundary valueproblem is converted into an initial value problem

Following the outline given in Section 2 a homotopy isconstructed for (11)

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901 (119891

101584010158401015840+

1

211989111989110158401015840) = 0 (12)

It is assumed that (12) has a solution in the following form

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (13)

Substituting 119891 from (13) into (12) and equating terms withidentical powers of 119901 we have

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120590

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(14)

and Equations (14) can be rapidly solved resulting in the

following

1198910=

1

21205901205782

1198911= minus

1

24012059021205785

1198912=

1145833333

1680000000000012059031205788

1198913= minus

232514881

198000000000000120590412057811

(15)

and

Table 1 Root of the Pade approximates for 120590 = 11989110158401015840(0) the first formof the Blasius equation

Order 11989110158401015840(0) Error

[2 2] 033548 342119864 minus 3

[4 4] 033267 613119864 minus 4

[6 6] 033213 727119864 minus 5

[8 8] 0332052 534119864 minus 6

[10 10] 03320549 244119864 minus 6

Numerical [28] 033205734

Therefore according to (9) the solution of (12) reads

119891 (120578) =1

21205901205782minus

1

24012059021205785+

1145833333

1680000000000012059031205788

minus232514881

198000000000000120590412057811

+181999653

9100000000000000120590512057814

+ sdot sdot sdot

(16)

The unknown initial curvature in (16) 120590 can be deter-mined by imposing the boundary condition of (10) at infinitythat is 1198911015840(infin) = 1 For that Pade approximants of (16) wereformed Pade approximants have the advantage of convertinga function 119891(120578) into a rational function in order to obtainmore information about 119891(120578) A [119872119873] Pade approximateto function 119891(120578) is the quotient of two polynomials 119875(120578)

119872

and 119876(120578)119873

of degrees 119872 and 119873 respectively It is wellknown that if a function is free of singularities on the realaxis the Pade approximant will usually converge on theentire real axis [30] Following the procedure suggested byBoyd [31] in order to determine the unknown parameter120590 in (16) the boundary condition at infinity was imposedto the diagonal Pade approximant Then the roots of Padeapproximant are used for the calculation of the unknownvalue The result of this calculation is presented in Table 1It can be seen from this table that the value obtained for120590 = 119891

10158401015840(0) agrees very well with the numerical results InTables 2ndash4 119891 1198911015840 and 11989110158401015840 obtained from 12th order HPM-Pade approximation are compared with Howarthrsquos numericalsolution [28] Furthermore as it can be seen from Tables2ndash4 purposed modification of HPM-Pade method is moreaccurate than the variational iterationmethod byHe [29] andis valid for a wider range of the solution domain

4 Application of HPM-Padeacute to the SecondForm of the Blasius Equation

The second form of the Blasius equation is as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 1198911015840(120578) = 0 as 120578 997888rarr infin

(17)

4 Mathematical Problems in Engineering

Table 2 Comparison between 119891(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 016577 019319 016557 1668 0122 065003 06794 065001 451 00033 139682 139106 139679 041 00024 230576 224573 230572 26 00015 328329 317748 328309 322 00066 427964 414688 427767 310 0047 527926 513359 526736 276 022

Table 3 Comparison between 1198911015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 032979 035064 032977 632 00062 062977 061218 062976 279 00013 084605 07964 084603 587 00024 095552 090185 095551 562 00015 099150 095523 099152 362 00026 099868 098032 099883 184 00157 099992 099158 099943 083 048

Similar to the previous section in order to solve (17) thisequation was modified as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 11989110158401015840

(0) = 120572

(18)

In this equation 120572 is unknown initial curvature of (17)and will be determined later by the application of the bound-ary condition of (17) at infinity According to the instructionsin Section 2 by embedding 119901 isin [0 1] a homotopy wasconstructed for (17) as follows

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901(119891

101584010158401015840+

1

211989111989110158401015840) = 0 (19)

assuming that this equation has a solution in the followingform

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (20)

Substituting the above equation in (19) and rearranging willresult in the following

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120572

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(21)

and Ordinary differential equations (21) can be solved easily

The result is as follows

1198910=

1

21205721205782+ 120578

1198911=

1

24012057221205785minus

1

481205721205784

1198912=

11

16128012057231205788+

11

2016012057221205787+

1

9601205721205786

1198913= minus

1

107520

sdot 120572 (25

198120572312057811

+25

18120572212057810

+43

91205721205789+ 51205788)

(22)

and

Mathematical Problems in Engineering 5

Table 4 Comparison between 11989110158401015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 033206 05436 033205 637 00031 032301 027141 032300 1597 00032 026675 022748 026675 1472 03 016136 014117 016135 1252 00064 006424 007469 006422 1627 00315 001591 0036 001586 12627 03146 00024 001645 000110 mdash mdash7 000022 000723 000060 mdash mdash

Table 5 Root of the Pade approximates for 120572 = 11989110158401015840(0) the secondform of the Blasius equation

Order 11989110158401015840(0) Error

[4 4] minus052270 78119864 minus 2

[6 6] minus048944 45119864 minus 2

[8 8] minus046407 20119864 minus 2

[12 12] minus044654 27119864 minus 3

[16 16] minus044565 19119864 minus 4

[20 20] minus044372 19119864 minus 5

5th order Runge-Kutta Fehlberg(present) minus044374

Consequently the solution of (18) can be written asfollows

119891 (120578) = 120578 +1

21205721205782minus

1

481205721205784+

1

24012057221205785+

1

9601205721205786

+11

2016012057221205787+ sdot sdot sdot

(23)

In order to determine the unknown initial curvature 120572 in(23) boundary conditions of (17) at infinity 1198911015840(120578) = 0 mustbe applied For that Pade approximants of (23) which enlargeconvergence radius of the solution were used Then 120572 wasdetermined from 119891

1015840(120578) = 0 to the Pade approximants Initialcurvature of (23) obtained from this method is comparedto fifth order Runge-Kutta Fehlberg numerical method inTable 5 It is worthmentioning that examining the behavior of(17) reveals that its initial curvature must be negative There-fore the negative root of Pade approximants is selected InTables 6ndash8 the result of 8th order HPM-Pade approximationis presented against that of exact (numerical) method It canbe seen that there is a good agreement between the results ofthe proposed method and numerical solution

5 Conclusion

In the present paper a simple modification of the homotopyperturbation method is proposed for the solution of theBlasius equation in semi-infinite domains The equation insemi-infinite domain is transferred into equivalent initialvalue problems which results in appearance of an unknown

Table 6 Comparison between 119891(120578) obtained fromHPM-Pade withthe numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 0 0 01 0786198 078620 0000472 1218546 121855 0000533 1432728 143273 000024 1533086 153308 0000225 1578851 157884 0000296 1599437 159945 000117 1612470 161280 0002

Table 7 Comparison between1198911015840(120578) obtained fromHPM-Pade with

the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 1 1 01 0587153 0587153 00000212 0301784 0301783 00000563 0144016 0144016 0000124 0066244 0066243 000135 0029956 0029949 0000256 0013469 0013434 00257 0006119 0006005 18

coefficient In order to determine the unknown coefficientthe boundary condition of the problem at infinity is imposedto Pade approximant of the solution The results are in verygood agreement with numerical and previous data availablein the literature

Conflict of Interests

The authors declare that there is no conflict of interestsregarding the publication of this paper

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 4: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

4 Mathematical Problems in Engineering

Table 2 Comparison between 119891(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 016577 019319 016557 1668 0122 065003 06794 065001 451 00033 139682 139106 139679 041 00024 230576 224573 230572 26 00015 328329 317748 328309 322 00066 427964 414688 427767 310 0047 527926 513359 526736 276 022

Table 3 Comparison between 1198911015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 0 0 0 0 01 032979 035064 032977 632 00062 062977 061218 062976 279 00013 084605 07964 084603 587 00024 095552 090185 095551 562 00015 099150 095523 099152 362 00026 099868 098032 099883 184 00157 099992 099158 099943 083 048

Similar to the previous section in order to solve (17) thisequation was modified as follows

1198893

1198891205783119891 (120578) +

1

2119891 (120578)

1198892

1198891205782119891 (120578) = 0

119891 (0) = 0 1198911015840

(0) = 1 11989110158401015840

(0) = 120572

(18)

In this equation 120572 is unknown initial curvature of (17)and will be determined later by the application of the bound-ary condition of (17) at infinity According to the instructionsin Section 2 by embedding 119901 isin [0 1] a homotopy wasconstructed for (17) as follows

119867(119891 119901) = (1 minus 119901) (119891101584010158401015840) + 119901(119891

101584010158401015840+

1

211989111989110158401015840) = 0 (19)

assuming that this equation has a solution in the followingform

] = 1198910+ 1199011198911+ 11990121198912+ 11990131198913sdot sdot sdot (20)

Substituting the above equation in (19) and rearranging willresult in the following

1199010 119891101584010158400

= 0

1198910(0) = 0 119891

1015840

0(0) = 0 119891

10158401015840

0(0) = 120572

1199011 119891101584010158401+

1

2119891011989110158401015840

0= 0

1198911(0) = 0 119891

1015840

1(0) = 0 119891

10158401015840

1(0) = 0

1199012 119891101584010158402+

1

2(119891011989110158401015840

1+ 119891111989110158401015840

0) = 0

1198912(0) = 0 119891

1015840

2(0) = 0 119891

10158401015840

2(0) = 0

1199013 119891101584010158403+

1

2(119891011989110158401015840

2+ 119891111989110158401015840

1+ 119891211989110158401015840

0) = 0

1198913(0) = 0 119891

1015840

3(0) = 0 119891

10158401015840

3(0) = 0

(21)

and Ordinary differential equations (21) can be solved easily

The result is as follows

1198910=

1

21205721205782+ 120578

1198911=

1

24012057221205785minus

1

481205721205784

1198912=

11

16128012057231205788+

11

2016012057221205787+

1

9601205721205786

1198913= minus

1

107520

sdot 120572 (25

198120572312057811

+25

18120572212057810

+43

91205721205789+ 51205788)

(22)

and

Mathematical Problems in Engineering 5

Table 4 Comparison between 11989110158401015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 033206 05436 033205 637 00031 032301 027141 032300 1597 00032 026675 022748 026675 1472 03 016136 014117 016135 1252 00064 006424 007469 006422 1627 00315 001591 0036 001586 12627 03146 00024 001645 000110 mdash mdash7 000022 000723 000060 mdash mdash

Table 5 Root of the Pade approximates for 120572 = 11989110158401015840(0) the secondform of the Blasius equation

Order 11989110158401015840(0) Error

[4 4] minus052270 78119864 minus 2

[6 6] minus048944 45119864 minus 2

[8 8] minus046407 20119864 minus 2

[12 12] minus044654 27119864 minus 3

[16 16] minus044565 19119864 minus 4

[20 20] minus044372 19119864 minus 5

5th order Runge-Kutta Fehlberg(present) minus044374

Consequently the solution of (18) can be written asfollows

119891 (120578) = 120578 +1

21205721205782minus

1

481205721205784+

1

24012057221205785+

1

9601205721205786

+11

2016012057221205787+ sdot sdot sdot

(23)

In order to determine the unknown initial curvature 120572 in(23) boundary conditions of (17) at infinity 1198911015840(120578) = 0 mustbe applied For that Pade approximants of (23) which enlargeconvergence radius of the solution were used Then 120572 wasdetermined from 119891

1015840(120578) = 0 to the Pade approximants Initialcurvature of (23) obtained from this method is comparedto fifth order Runge-Kutta Fehlberg numerical method inTable 5 It is worthmentioning that examining the behavior of(17) reveals that its initial curvature must be negative There-fore the negative root of Pade approximants is selected InTables 6ndash8 the result of 8th order HPM-Pade approximationis presented against that of exact (numerical) method It canbe seen that there is a good agreement between the results ofthe proposed method and numerical solution

5 Conclusion

In the present paper a simple modification of the homotopyperturbation method is proposed for the solution of theBlasius equation in semi-infinite domains The equation insemi-infinite domain is transferred into equivalent initialvalue problems which results in appearance of an unknown

Table 6 Comparison between 119891(120578) obtained fromHPM-Pade withthe numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 0 0 01 0786198 078620 0000472 1218546 121855 0000533 1432728 143273 000024 1533086 153308 0000225 1578851 157884 0000296 1599437 159945 000117 1612470 161280 0002

Table 7 Comparison between1198911015840(120578) obtained fromHPM-Pade with

the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 1 1 01 0587153 0587153 00000212 0301784 0301783 00000563 0144016 0144016 0000124 0066244 0066243 000135 0029956 0029949 0000256 0013469 0013434 00257 0006119 0006005 18

coefficient In order to determine the unknown coefficientthe boundary condition of the problem at infinity is imposedto Pade approximant of the solution The results are in verygood agreement with numerical and previous data availablein the literature

Conflict of Interests

The authors declare that there is no conflict of interestsregarding the publication of this paper

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 5: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

Mathematical Problems in Engineering 5

Table 4 Comparison between 11989110158401015840(120578) obtained from HPM-Pade with VIM and numerical method first form of the Blasius equation

120578Exact

Howarth [28]VIMHe [29]

HPM-Pade(present)

Relative error ()(VIM)

Relative error ()(HPM-Pade)

0 033206 05436 033205 637 00031 032301 027141 032300 1597 00032 026675 022748 026675 1472 03 016136 014117 016135 1252 00064 006424 007469 006422 1627 00315 001591 0036 001586 12627 03146 00024 001645 000110 mdash mdash7 000022 000723 000060 mdash mdash

Table 5 Root of the Pade approximates for 120572 = 11989110158401015840(0) the secondform of the Blasius equation

Order 11989110158401015840(0) Error

[4 4] minus052270 78119864 minus 2

[6 6] minus048944 45119864 minus 2

[8 8] minus046407 20119864 minus 2

[12 12] minus044654 27119864 minus 3

[16 16] minus044565 19119864 minus 4

[20 20] minus044372 19119864 minus 5

5th order Runge-Kutta Fehlberg(present) minus044374

Consequently the solution of (18) can be written asfollows

119891 (120578) = 120578 +1

21205721205782minus

1

481205721205784+

1

24012057221205785+

1

9601205721205786

+11

2016012057221205787+ sdot sdot sdot

(23)

In order to determine the unknown initial curvature 120572 in(23) boundary conditions of (17) at infinity 1198911015840(120578) = 0 mustbe applied For that Pade approximants of (23) which enlargeconvergence radius of the solution were used Then 120572 wasdetermined from 119891

1015840(120578) = 0 to the Pade approximants Initialcurvature of (23) obtained from this method is comparedto fifth order Runge-Kutta Fehlberg numerical method inTable 5 It is worthmentioning that examining the behavior of(17) reveals that its initial curvature must be negative There-fore the negative root of Pade approximants is selected InTables 6ndash8 the result of 8th order HPM-Pade approximationis presented against that of exact (numerical) method It canbe seen that there is a good agreement between the results ofthe proposed method and numerical solution

5 Conclusion

In the present paper a simple modification of the homotopyperturbation method is proposed for the solution of theBlasius equation in semi-infinite domains The equation insemi-infinite domain is transferred into equivalent initialvalue problems which results in appearance of an unknown

Table 6 Comparison between 119891(120578) obtained fromHPM-Pade withthe numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 0 0 01 0786198 078620 0000472 1218546 121855 0000533 1432728 143273 000024 1533086 153308 0000225 1578851 157884 0000296 1599437 159945 000117 1612470 161280 0002

Table 7 Comparison between1198911015840(120578) obtained fromHPM-Pade with

the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 1 1 01 0587153 0587153 00000212 0301784 0301783 00000563 0144016 0144016 0000124 0066244 0066243 000135 0029956 0029949 0000256 0013469 0013434 00257 0006119 0006005 18

coefficient In order to determine the unknown coefficientthe boundary condition of the problem at infinity is imposedto Pade approximant of the solution The results are in verygood agreement with numerical and previous data availablein the literature

Conflict of Interests

The authors declare that there is no conflict of interestsregarding the publication of this paper

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 6: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

6 Mathematical Problems in Engineering

Table 8 Comparison between 11989110158401015840(120578) obtained from HPM-Padewith the numerical method second form of the Blasius equation

120578

Numerical(5th order Runge-Kutta

Fehlberg)

HPM-Pade(present)

Relative error()

(HPM-Pade)0 minus0443749 minus0443748 0000161 minus0358313 minus0358312 0000642 minus0214505 minus0214505 0000153 minus0109834 minus0109834 0000174 minus0052157 minus0052159 000435 minus0023906 minus0023922 00676 minus0010736 minus0010800 0597 minus00466585 minus0048415 37

Acknowledgment

The study presented herein was made possible by the Univer-sity of Malaya Research Grant UMRG RP004D-11AET Theauthors would like to acknowledge the support

References

[1] S Liao ldquoOn the homotopy analysis method for nonlinearproblemsrdquo Applied Mathematics and Computation vol 147 no2 pp 499ndash513 2004

[2] G Adomian Solving Frontier Problems of Physics The Decom-position Methoc [ie Method] Kluwer Academic PublishersDordrecht The Netherlands 2013

[3] J-H He ldquoVariational iteration methodmdasha kind of non-linearanalytical technique some examplesrdquo International Journal ofNon-Linear Mechanics vol 34 no 4 pp 699ndash708 1999

[4] M-J Jang C-L Chen and Y-C Liy ldquoOn solving the initial-value problems using the differential transformation methodrdquoAppliedMathematics andComputation vol 115 no 2-3 pp 145ndash160 2000

[5] J-H He ldquoHomotopy perturbation method a new nonlinearanalytical techniquerdquo Applied Mathematics and Computationvol 135 no 1 pp 73ndash79 2003

[6] N Herisanu V Marinca and Gh Madescu ldquoAn analyticalapproach to non-linear dynamical model of a permanentmagnet synchronous generatorrdquoWind Energy vol 18 pp 1657ndash1670 2015

[7] H Vazquez-Leal ldquoGeneralized homotopy method for solvingnonlinear differential equationsrdquo Computational and AppliedMathematics vol 33 no 1 pp 275ndash288 2014

[8] M N Alam M A Akbar and S T Mohyud-Din ldquoA novel(G1015840G)-expansionmethod and its application to the Boussinesqequationrdquo Chinese Physics B vol 23 no 2 Article ID 0202032014

[9] M A Jafari and A Aminataei ldquoImproved homotopy perturba-tionmethodrdquo InternationalMathematical Forum vol 5 no 29ndash32 pp 1567ndash1579 2010

[10] E Yusufoglu ldquoAn improvement to homotopy perturbationmethod for solving system of linear equationsrdquo Computers ampMathematics with Applications vol 58 no 11-12 pp 2231ndash22352009

[11] S H Hosseinnia A Ranjbar and S Momani ldquoUsing anenhanced homotopy perturbation method in fractional differ-ential equations via deforming the linear partrdquo Computers andMathematics with Applications vol 56 no 12 pp 3138ndash31492008

[12] D Kumar J Singh and S Kumar ldquoNumerical computationof fractional multi-dimensional diffusion equations by usinga modified homotopy perturbation methodrdquo Journal of theAssociation of Arab Universities for Basic and Applied Sciencesvol 17 pp 20ndash26 2015

[13] C Dong Z Chen and W Jiang ldquoA modified homotopyperturbation method for solving the nonlinear mixed Volterra-Fredholm integral equationrdquo Journal of Computational andApplied Mathematics vol 239 pp 359ndash366 2013

[14] H Blasius ldquoGrenzschichten in Flussigkeiten mit kleiner Rei-bungrdquo Zeitschrift fur Angewandte Mathematik und Physik vol56 pp 1ndash37 1908

[15] P Cheng andW JMinkowycz ldquoFree convection about a verticalflat plate embedded in a porous medium with application toheat transfer from a dikerdquo Journal of Geophysical Research vol82 no 14 pp 2040ndash2044 1977

[16] O E Potter ldquoLaminar boundary layers at the interface of co-current parallel streamsrdquo The Quarterly Journal of Mechanicsand Applied Mathematics vol 10 pp 302ndash311 1957

[17] J A Ackroyd ldquoOn the laminar compressible boundary layerwith stationary origin on a moving flat wallrdquo MathematicalProceedings of the Cambridge Philosophical Society vol 63 no3 pp 871ndash888 1967

[18] J-H He ldquoA simple perturbation approach to Blasius equationrdquoApplied Mathematics and Computation vol 140 no 2-3 pp217ndash222 2003

[19] S Abbasbandy ldquoA numerical solution of Blasius equationby Adomianrsquos decomposition method and comparison withhomotopy perturbation methodrdquo Chaos Solitons amp Fractalsvol 31 no 1 pp 257ndash260 2007

[20] L-T Yu and C-K Chen ldquoThe solution of the blasius equationby the differential transformation methodrdquo Mathematical andComputer Modelling vol 28 no 1 pp 101ndash111 1998

[21] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 4 no 1 pp 75ndash78 1999

[22] B I Yun ldquoConstructing uniform approximate analytical solu-tions for the Blasius problemrdquo Abstract and Applied Analysisvol 2014 Article ID 495734 6 pages 2014

[23] I Ahmad andM Bilal ldquoNumerical solution of blasius equationthrough neural networks algorithmrdquoAmerican Journal of Com-putational Mathematics vol 4 no 3 pp 223ndash232 2014

[24] V Marinca and N Herisanu ldquoThe optimal homotopy asymp-toticmethod for solving Blasius equationrdquoAppliedMathematicsand Computation vol 231 pp 134ndash139 2014

[25] A Ebaid and N Al-Armani ldquoA new approach for a class of theblasius problem via a transformation and adomianrsquos methodrdquoAbstract and Applied Analysis vol 2013 Article ID 753049 8pages 2013

[26] O Costin T E Kim and S Tanveer ldquoA quasi-solution approachto nonlinear problemsmdashthe case of the Blasius similaritysolutionrdquo Fluid Dynamics Research vol 46 no 3 2014

[27] J-H He ldquoHomotopy perturbation techniquerdquo Computer Meth-ods in Applied Mechanics and Engineering vol 178 no 3-4 pp257ndash262 1999

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 7: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

Mathematical Problems in Engineering 7

[28] L Howarth ldquoOn the solution of the laminar boundary layerequationsrdquo Proceedings of the Royal Society A vol 164 no 919pp 547ndash579 1938

[29] J H He ldquoApproximate analytical solution of Blasiusrsquo equationrdquoCommunications in Nonlinear Science and Numerical Simula-tion vol 3 no 4 pp 260ndash263 1998

[30] G A Baker and P R Graves-Morris Essentials of Pade Approx-imants Academic Press New York NY USA 1975

[31] J P Boyd ldquoPade approximant algorithm for solving nonlinearordinary differential equation boundary value problems on anunbounded domainrdquo Computers in Physics vol 11 no 3 article299 1997

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of

Page 8: Research Article A Simple Modification of Homotopy ...downloads.hindawi.com/journals/mpe/2015/671527.pdf · Research Article A Simple Modification of Homotopy Perturbation Method

Submit your manuscripts athttpwwwhindawicom

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical Problems in Engineering

Hindawi Publishing Corporationhttpwwwhindawicom

Differential EquationsInternational Journal of

Volume 2014

Applied MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Probability and StatisticsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Mathematical PhysicsAdvances in

Complex AnalysisJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

OptimizationJournal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

CombinatoricsHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Operations ResearchAdvances in

Journal of

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Function Spaces

Abstract and Applied AnalysisHindawi Publishing Corporationhttpwwwhindawicom Volume 2014

International Journal of Mathematics and Mathematical Sciences

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

The Scientific World JournalHindawi Publishing Corporation httpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Algebra

Discrete Dynamics in Nature and Society

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Decision SciencesAdvances in

Discrete MathematicsJournal of

Hindawi Publishing Corporationhttpwwwhindawicom

Volume 2014 Hindawi Publishing Corporationhttpwwwhindawicom Volume 2014

Stochastic AnalysisInternational Journal of


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