Research article Special Issues

On the solution of fractional modified Boussinesq and approximate long wave equations with non-singular kernel operators

  • Received: 09 February 2022 Revised: 01 April 2022 Accepted: 10 April 2022 Published: 26 April 2022
  • MSC : 26A33, 34A25, 35M13, 35R11

  • In this paper, we used the Natural decomposition approach with nonsingular kernel derivatives to explore the modified Boussinesq and approximate long wave equations. These equations are crucial in defining the features of shallow water waves using a specific dispersion relationship. In this research, the convergence analysis and error analysis have been provided. The fractional derivatives Atangana-Baleanu and Caputo-Fabrizio are utilised throughout the paper. To obtain the equations results, we used Natural transform on fractional-order modified Boussinesq and approximate long wave equations, followed by inverse Natural transform. To verify the approach, we focused on two systems and compared them to the exact solutions. We compare exact and analytical results with the use of graphs and tables, which are in strong agreement with each other, to demonstrate the effectiveness of the suggested approaches. Also compared are the results achieved by implementing the suggested approaches at various fractional orders, confirming that the result comes closer to the exact solution as the value moves from fractional to integer order. The numerical and graphical results show that the suggested scheme is computationally very accurate and simple to investigate and solve fractional coupled nonlinear complicated phenomena that exist in science and technology.

    Citation: Thongchai Botmart, Ravi P. Agarwal, Muhammed Naeem, Adnan Khan, Rasool Shah. On the solution of fractional modified Boussinesq and approximate long wave equations with non-singular kernel operators[J]. AIMS Mathematics, 2022, 7(7): 12483-12513. doi: 10.3934/math.2022693

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  • In this paper, we used the Natural decomposition approach with nonsingular kernel derivatives to explore the modified Boussinesq and approximate long wave equations. These equations are crucial in defining the features of shallow water waves using a specific dispersion relationship. In this research, the convergence analysis and error analysis have been provided. The fractional derivatives Atangana-Baleanu and Caputo-Fabrizio are utilised throughout the paper. To obtain the equations results, we used Natural transform on fractional-order modified Boussinesq and approximate long wave equations, followed by inverse Natural transform. To verify the approach, we focused on two systems and compared them to the exact solutions. We compare exact and analytical results with the use of graphs and tables, which are in strong agreement with each other, to demonstrate the effectiveness of the suggested approaches. Also compared are the results achieved by implementing the suggested approaches at various fractional orders, confirming that the result comes closer to the exact solution as the value moves from fractional to integer order. The numerical and graphical results show that the suggested scheme is computationally very accurate and simple to investigate and solve fractional coupled nonlinear complicated phenomena that exist in science and technology.



    In a letter to L'Hospital in 1695, the famous mathematician Leibniz introduced the concept of fractional derivative for the first time. Fractional calculus is concerned with non-integral differential and integral operators. The integer-order differential operator is a local operator, but the fractional-order differential operator is non-local, indicating that a system's next state is determined not only by its current state but also by all of its past states. It is more realistic, which is one of the main reasons for the popularity of fractional calculus. Fractional calculus was found to be more suitable for modelling real-world problems than classical calculus. The theory of fractional calculus provides an effective and systematic interpretation of nature's reality. The following are some basic works on fractional calculus on various topics, such as Podlubny [1], Caputo [2], Kiryakova [3], Jafari and Seifi [4,5], Momani and Shawagfeh [6], Oldham and Spanier [7], Diethelm et al. [8], Miller and Ross [9], Kemple and Beyer [10], Kilbas and Trujillo [11].

    Fractional differential equations (FDEs) are widely widely used in various fields of science. FDEs have attracted a lot of attention in the last few years because of their diverse uses in physics and engineering. Due to its proven usefulness in a wide range of very diverse disciplines of science and engineering, fractional partial differential equations (PDEs) have gained importance and reputation among FDEs in recent years. For example, fractional derivatives in a fluid-dynamic traffic model can be utilised to overcome the insufficiency produced by the assumption of a continuous flow of traffic. Nonlinear FPDE solutions are of tremendous interest in both mathematics and practical applications [12,13,14,15,16,17,18,19,20,21]. The world's most important processes are represented by nonlinear equations. Manipulation of nonlinear processes is essential in physics, applied mathematics, and engineering problems. The significance of finding the exact solution to nonlinear partial differential equations is still a prominent issue in physics and applied mathematics, requiring implemented using different techniques to determine new approximate or exact solutions [22,23,24,25].

    In order to obtain explicit solutions for nonlinear equations of integer order, various techniques have been used. To solve FPDEs, however, only a less numerous approaches are used. such as Laplace variational iteration method (LVIM) [26], iterative Laplace transform method (ILTM) [27], optimal Homotopy asymptotic method (OHAM)[28], approximate-analytical method (AAM) [29], reduced differential transform method (RDTM) [30], Laplace-Adomian decomposition method (LADM) [31], natural transform decomposition method (NTDM) [32], Elzaki transform decomposition method (ETDM) [33,34,35], new meshfree technique (NMT) [36,37,38,39,40], Homotopy analysis method (HAM) [41], generalized exponential rational function method (GERFM) [42,43] and much more [44,45,46,47,48,49,50,51]. The goal of this paper is to implement the natural decomposition approach to solve modified Boussinesq equations and approximate long wave equations having fractional-order. Natural decomposition methods avoid roundoff errors by not requiring prescriptive assumptions, linearization, discretization, or perturbation.

    Whitham [52], Broer [53], and Kaup [54] discovered the Whitham-Broer-Kaup (WBK) equations in the twentieth century, which describe the propagation of shallow water waves with various dispersion relations. Consider the fractional order coupled WBK equations [55]:

    u+uuξ+vξ+b2uξ2=0,v+uvξ+vuξ+a3uξ3b2vξ2=0,0<1. (1.1)

    where v=v(ξ,τ) is the height that deviates from the liquid's equilibrium position and u=u(ξ,τ) is the horizontal velocity. The order of the time-fractional derivative is in this case. Furthermore, a and b are constants that represent different diffusion strengths, therefore Eq (1.1) becomes a modified Boussinesq equation if a=1 and b=0. Similarly, the system denotes the standard long wave equation for a=0 and b=1. These equations are used in ocean and coastal engineering to explain the propagation of waves in dissipative and nonlinear media. They are recommended for situations involving water leakage in porous subsurface stratum and are frequently used in hydrodynamics. Furthermore, Eq (1.1) serves as the foundation for a number of models that represent the unconfined subsurface, such as drainage and groundwater problems [56,57].

    The following is a summary of the paper's structure. The essential definitions related to fractional calculus are briefly discussed in Section 2. The NTDM is a method implemented to solve coupled WBK equations having fractional order with non-singular definitions are given in Section 3. In Section 4, we discussed the uniqueness and convergence results. Two examples of fractional-order modified Boussinesq and approximate long wave equations are given in Section 5 to validate the approaches. The article's brief conclusions are offered in Section 6.

    In the literature, there are various fractional derivative definitions; for additional details, see [58,59,60]. This section includes Caputo, Riemann-Liouville, Atangana-Baleanu and Caputo-Fabrizio definitions for the benefit of the readers.

    Definition 2.1. For a function hCv,v1, the Riemann-Liouville fractional integral operator is given as [61]

    Ih(η)=1Γ()η0(ηζ)1h(ζ)dζ,  >0,  η>0.  I0h(η)=h(η). (2.1)

    Definition 2.2. The fractional derivative h(η) in Caputo manner is given as [61]

    Dηh(η)=ImDmh(η)=1mη0(ηζ)m1hm(ζ)dζ, (2.2)

    for m1<m,  mN,  η>0,hCmv,v1.

    Definition 2.3. Caputo-Fabrizio fractional derivative for h(η) is given as [61]

    Dηh(η)=F()1η0exp((ηζ)1)D(h(ζ))dζ, (2.3)

    where 0<<1 and F() is a normalization function with F(0)=F(1)=1.

    Definition 2.4. The Atangana-Baleanu Caputo derivative of fractional-order for h(η) is defined as [61]

    Dηh(η)=B()1η0E((ηζ)1)D(h(ζ))dζ, (2.4)

    where 0<<1, where B() is Normalization function and E(z)=m=0zmΓ(m+1) is the Mittag-Leffler function.

    Definition 2.5. For a function u(), the Natural transformation is defined as

    N(u())=U(s,ϑ)=esu(ϑ)d,  s,ϑ(,). (2.5)

    Natural transformation of u() for (0,) is given as

    N(u()H())=N+=U+(s,ϑ)=esu(ϑ)d,  s,ϑ(0,). (2.6)

    here H() is the Heaviside function.

    Definition 2.6. For a function U(s,ϑ), the Natural inverse transformation is given as

    N1[U(s,ϑ)]=u(),  0. (2.7)

    Lemma 2.1. If linearity property having Natural transformation for u1() is u1(s,ϑ) and u2() is u2(s,ϑ), then

    N[c1u1()+c2u2()]=c1N[u1()]+c2N[u2()]=c1U1(s,ϑ)+c2U2(s,ϑ), (2.8)

    where c1 and c2 are constants.

    Lemma 2.2. If Natural inverse transformation of U1(s,ϑ) and U2(s,ϑ) are u1() and u2() respectivelythen

    N1[c1U1(s,ϑ)+c2U2(s,ϑ)]=c1N1[U1(s,ϑ)]+c2N1[U2(s,ϑ)]=c1u1()+c2u2(), (2.9)

    where c1 and c2 are constants.

    Definition 2.7. The Natural transformation of Caputo operator Du() is define as [61]

    N[Du()]=(sϑ)(N[u()](1s)u(0)). (2.10)

    Definition 2.8. In terms of Caputo-Fabrizio, the Natural transformation of Du() is given as [61]

    N[Du()]=11+(ϑs)(N[u()](1s)u(0)). (2.11)

    Definition 2.9. In terms of Atangana-Baleanu Caputo derivative, the Natural transformation of Du() is defined as [61]

    N[Du()]=M[]1+(ϑs)(N[u()](1s)u(0)). (2.12)

    This section introduces a general numerical methodology based on the Natural transform for the following equation.

    Dν(ξ,)=L(ν(ξ,))+N(ν(ξ,))+h(ξ,), (3.1)

    with initial source

    ν(ξ,0)=ϕ(ξ), (3.2)

    here L is linear, N is nonlinear and h(ξ,) represents source term.

    We get this by applying Caputo-Fabrizio fractional derivative with the aid of Natural transformation of Eq (3.1),

    1p(,ϑ,s)(N[ν(ξ,)]ϕ(ξ)s)=N[M(ξ,)], (3.3)

    where

    p(,ϑ,s)=1+(ϑs). (3.4)

    We may express Eq (3.3) as, using the inverse Natural transformation

    ν(ξ,)=N1(ϕ(ξ)s+p(,ϑ,s)N[M(ξ,)]), (3.5)

    N(ν(ξ,)) can be decomposed into

    N(ν(ξ,))=i=0Ai, (3.6)

    where the Adomian polynomials is represented by A.We assume that the numerical solution of Eq (3.1) exists

    ν(ξ,)=i=0νi(ξ,). (3.7)

    By putting Eqs (3.6) and (3.7) into (3.5), we get

    i=0νi(ξ,)=N1(ϕ(ξ)s+p(,ϑ,s)N[h(ξ,)])+N1(p(,ϑ,s)N[i=0L(νi(ξ,))+A]). (3.8)

    From (3.8), we obtain

    νCF0(ξ,)=N1(ϕ(ξ)s+p(,ϑ,s)N[h(ξ,)]),νCF1(ξ,)=N1(p(,ϑ,s)N[L(ν0(ξ,))+A0]),νCFl+1(ξ,)=N1(p(,ϑ,s)N[L(νl(ξ,))+Al]),  l=1,2,3, (3.9)

    we obtain the NTDMCF solution of (3.1) by putting (3.9) into (3.7),

    νCF(ξ,)=νCF0(ξ,)+νCF1(ξ,)+νCF2(ξ,)+. (3.10)

    We get this by applying Atangana-Baleanu derivative with the aid of Natural transformation of Eq (3.1),

    1q(,ϑ,s)(N[ν(ξ,)]ϕ(ξ)s)=N[M(ξ,)], (3.11)

    where

    q(,ϑ,s)=1+(ϑs)B(). (3.12)

    On applying inverse Natural transformation (2.7), we express (3.11) as,

    ν(ξ,)=N1(ϕ(ξ)s+q(,ϑ,s)N[M(ξ,)]), (3.13)

    N(ν(ξ,)) can be decomposed into

    N(ν(ξ,))=i=0Ai, (3.14)

    where the Adomian polynomials[62,63] is represented by A.We assume that the numerical solution of Eq (3.1) exists

    ν(ξ,)=i=0νi(ξ,). (3.15)

    By putting Eqs (3.14) and (3.15) into (3.13), we get

    i=0νi(ξ,)=N1(ϕ(ξ)s+q(,ϑ,s)N[h(ξ,)])+N1(q(,ϑ,s)N[i=0L(νi(ξ,))+A]). (3.16)

    From (3.8), we get

    νABC0(ξ,)=N1(ϕ(ξ)s+q(,ϑ,s)N[h(ξ,)]),νABC1(ξ,)=N1(q(,ϑ,s)N[L(ν0(ξ,))+A0]),νABCl+1(ξ,)=N1(q(,ϑ,s)N[L(νl(ξ,))+Al]),  l=1,2,3,, (3.17)

    we obtain the NTDMABC solution of (3.1) by putting (3.17) into (3.15),

    νABC(ξ,)=νABC0(ξ,)+νABC1(ξ,)+νABC2(ξ,)+. (3.18)

    Here we discuss uniqueness and convergence and of the NTDMCF and NTDMABC.

    Theorem 4.1. The result of (3.1) is unique for NTDMCF when 0<(λ1+λ2)(1+)<1.

    Proof. Let H=(C[J],||.||) with the norm ||ϕ()||=maxJ|ϕ()| is Banach space, continuous function on J. Let I:HH is a non-linear mapping, where

    νCl+1=νC0+N1[p(,ϑ,s)N[L(νl(ζ,))+N(νl(ζ,))]],  l0.

    Suppose that |L(ν)L(ν)|<λ1|νν| and |N(ν)N(ν)|<λ2|νν|, where ν:=ν(ζ,) and ν:=ν(ζ,) are are two different function values and λ1, λ2 are Lipschitz constants.

    ||IνIν||maxtJ|N1[p(,ϑ,s)N[L(ν)L(ν)]+p(,ϑ,s)N[N(ν)N(ν)]|]maxJ[λ1N1[p(,ϑ,s)N[|νν|]]+λ2N1[p(,ϑ,s)N[|νν|]]]maxtJ(λ1+λ2)[N1[p(,ϑ,s)N|νν|]](λ1+λ2)[N1[p(,ϑ,s)N||νν||]]=(λ1+λ2)(1+)||νν||. (4.1)

    I is contraction as 0<(λ1+λ2)(1+)<1. From Banach fixed point theorem the result of (3.1) is unique.

    Theorem 4.2. The result of (3.1) is unique for NTDMABC when 0<(λ1+λ2)(1+muΓ(mu+1))<1.

    Proof. Let H=(C[J],||.||) with the norm ||ϕ()||=maxJ|ϕ()|be the Banach space, continuous function on J. Let I:HH is a non-linear mapping, where

    νCl+1=νC0+N1[p(,ϑ,s)N[L(νl(ζ,))+N(νl(ζ,))]],  l0.

    Suppose that |L(ν)L(ν)|<λ1|νν| and |N(ν)N(ν)|<λ2|νν|, where ν:=ν(ζ,) and ν:=ν(ζ,) are are two different function values and λ1, λ2 are Lipschitz constants.

    ||IνIν||maxtJ|N1[q(,ϑ,s)N[L(ν)L(ν)]+q(,ϑ,s)N[N(ν)N(ν)]|]maxtJ[λ1N1[q(,ϑ,s)N[|νν|]]+λ2N1[q(,ϑ,s)N[|νν|]]]maxtJ(λ1+λ2)[N1[q(,ϑ,s)N|νν|]](λ1+λ2)[N1[q(,ϑ,s)N||νν||]]=(λ1+λ2)(1+Γ+1)||νν||. (4.2)

    I is contraction as 0<(λ1+λ2)(1+Γ+1)<1. From Banach fixed point theorem the result of (3.1) is unique.

    Theorem 4.3. The NTDMCF result of (3.1) is convergent.

    Proof. Let νm=mr=0νr(ζ,). To show that νm is a Cauchy sequence in H. Let,

    ||νmνn||=maxJ|mr=n+1νr|,  n=1,2,3,maxJ|N1[p(,ϑ,s)N[mr=n+1(L(νr1)+N(νr1))]]|=maxJ|N1[p(,ϑ,s)N[m1r=n+1(L(νr)+N(νr))]]|maxJ|N1[p(,ϑ,s)N[(L(νm1)L(νn1)+N(νm1)N(νn1))]]|λ1maxJ|N1[p(,ϑ,s)N[(L(νm1)L(νn1))]]|+λ2maxJ|N1[p(,ϑ,s)N[(N(νm1)N(νn1))]]|=(λ1+λ2)(1+)||νm1νn1||. (4.3)

    Let m=n+1, then

    ||νn+1νn||λ||νnνn1||λ2||νn1νn2||λn||ν1ν0||, (4.4)

    where λ=(λ1+λ2)(1+). Similarly, we have

    ||νmνn||||νn+1νn||+||νn+2νn+1||++||νmνm1||,(λn+λn+1++λm1)||ν1ν0||λn(1λmn1λ)||ν1||, (4.5)

    As 0<λ<1, we get 1λmn<1. Therefore,

    ||νmνn||λn1λmaxJ||ν1||. (4.6)

    Since ||ν1||<,  ||νmνn||0 when n. As a result, νm is a Cauchy sequence in H, implying that the series νm is convergent.

    Theorem 4.4. The NTDMABC result of (3.1) is convergent.

    Proof. Let νm=mr=0νr(ζ,). To show that νm is a Cauchy sequence in H. Let,

    ||νmνn||=maxJ|mr=n+1νr|,  n=1,2,3,maxJ|N1[q(,ϑ,s)N[mr=n+1(L(νr1)+N(νr1))]]|=maxJ|N1[q(,ϑ,s)N[m1r=n+1(L(νr)+N(ur))]]|maxJ|N1[q(,ϑ,s)N[(L(νm1)L(νn1)+N(νm1)N(νn1))]]|λ1maxJ|N1[q(,ϑ,s)N[(L(νm1)L(νn1))]]|+λ2maxJ|N1[p(,ϑ,s)N[(N(νm1)N(νn1))]]|=(λ1+λ2)(1+Γ(+1))||νm1νn1|| (4.7)

    Let m=n+1, then

    ||νn+1νn||λ||νnνn1||λ2||νn1νn2||λn||ν1ν0||, (4.8)

    where λ=(λ1+λ2)(1+Γ(+1)). Similarly, we have

    ||νmνn||||νn+1νn||+||νn+2νn+1||++||νmνm1||,(λn+λn+1++λm1)||ν1ν0||λn(1λmn1λ)||ν1||, (4.9)

    As 0<λ<1, we get 1λmn<1. Therefore,

    ||νmνn||λn1λmaxtJ||ν1||. (4.10)

    Since ||ν1||<,  ||νmνn||0 when n. As a result, νm is a Cauchy sequence in H, implying that the series νm is convergent.

    In this section we investigate the analytical solution for a few problems of fractional order coupled WBK equations. We chose these equations because they contain closed form solutions and are well-known methods for analysing results in the literature.

    Consider the modified Boussinesq (MB) equations of fractional order

    Du=uuξvξ,Dv=uvξvuξ3uξ3,  0<1, (5.1)

    with initial source

    u(ξ,0)=ω2coth[(ξ+c)],v(ξ,0)=22csch2[(ξ+c)]. (5.2)

    By applying the Natural transform to Eq (5.1), we have

    N[Du(ξ,)]=N{uuξ}N{vξ},N[Dv(ξ,)]=N{uvξ}N{vuξ}N{3uξ3}. (5.3)

    Define the non-linear operator as

    1sN[u(ξ,)]s2u(ξ,0)=N[uuξvξ],1sN[v(ξ,)]s2v(ξ,0)=N[uvξvuξ3uξ3]. (5.4)

    The above equation is reduced to by simplifying it

    N[u(ξ,)]=s2[ω2coth[(ξ+c)]]+(s(s))s2N[uuξvξ],N[v(ξ,)]=s2[22csch2[(ξ+c)]]+(s(s))s2N[uvξvuξ3uξ3]. (5.5)

    We get by applying inverse NT to Eq (5.5)

    u(ξ,)=[ω2coth[(ξ+c)]]+N1[(s(s))s2N{uuξvξ}],v(ξ,)=[22csch2[(ξ+c)]]+N1[(s(s))s2N{uvξvuξ3uξ3}]. (5.6)

    Assume that the unknown functions u(ξ,) and v(ξ,) yield the infinite series result as follows

    u(ξ,)=l=0ul(ξ,)  and  v(ξ,)=l=0vl(ξ,) (5.7)

    The Adomian polynomials represent the non-linear terms and are denoted by uuξ=l=0Al, uvξ=l=0Bl and vuξ=l=0Cl. We can write the Eq (5.6) as a result of applying these terms,

    l=0ul+1(ξ,)=ω2coth[(ξ+c)]+N1[(s(s))s2N{l=0All=0vlξ}],l=0vl+1(ξ,)=22csch2[(ξ+c)]+N1[(s(s))s2N{l=0Bll=0Cll=0ulξξξ}]. (5.8)

    We can write as follows by comparing both sides of Eq (5.8)

    u0(ξ,)=ω2coth[(ξ+c)],v0(ξ,)=22csch2[(ξ+c)].
    u1(ξ,)=22ωcsch2[(ξ+c)]((1)+1),v1(ξ,)=43ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1) (5.9)
    u2(ξ,)=22ωcsch2[(ξ+c)]((1)+1)43ω2coth[(ξ+c)]csch2[(ξ+c)]((1)2+2(1)+222),v2(ξ,)=43ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)44ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)]((1)2+2(1)+222). (5.10)

    The remaining components of the Natural decomposition technique result ul and vlfor(l3) can be performed easily. The series form result is calculated as follows:

    u(ξ,)=l=0ul(ξ,)=u0(ξ,)+u1(ξ,)+u2(ξ,)+,u(ξ,)=ω2coth[(ξ+c)]22ωcsch2[(ξ+c)]((1)+1)+22ωcsch2[(ξ+c)]((1)+1)43ω2coth[(ξ+c)]csch2[(ξ+c)]((1)2+2(1)+222)+. (5.11)
    v(ξ,)=l=0vl(ξ,)=v0(ξ,)+v1(ξ,)+v2(ξ,)+,v(ξ,)=22csch2[(ξ+c)]43ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)+43ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)44ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)]((1)2+2(1)+222)+. (5.12)

    Assume that the unknown functions u(ξ,) and v(ξ,) yield the infinite series result as follows

    u(ξ,)=l=0ul(ξ,)  and  v(ξ,)=l=0vl(ξ,) (5.13)

    The Adomian polynomials represent the non-linear terms and are denoted by uuξ=l=0Al, uvξ=l=0Bl and vuξ=l=0Cl. We can write the Eq (5.6) as a result of applying these terms,

    l=0ul+1(ξ,)=ω2coth[(ξ+c)]+N1[ϑ(s+(ϑs))s2N{l=0All=0vlξ}],l=0vl+1(ξ,)=22csch2[(ξ+c)]+N1[ϑ(s+(ϑs))s2N{l=0Bll=0Cll=0ulξξξ}]. (5.14)

    We can write as follows by comparing both sides of Eq (5.14)

    u0(ξ,)=ω2coth[(ξ+c)],v0(ξ,)=22csch2[(ξ+c)].
    u1(ξ,)=22ωcsch2[(ξ+c)](1+Γ(+1)),v1(ξ,)=43ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1)). (5.15)
    u2(ξ,)=22ωcsch2[(ξ+c)](1+Γ(+1))43ω2coth[(ξ+c)]csch2[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2],v2(ξ,)=43ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))44ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]. (5.16)

    The remaining components of the natural decomposition technique result ul and vlfor(l3) can be performed easily. The series form result is calculated as follows:

    u(ξ,)=l=0ul(ξ,)=u0(ξ,)+u1(ξ,)+u2(ξ,)+,u(ξ,)=ω2coth[(ξ+c)]22ωcsch2[(ξ+c)](1+Γ(+1))+22ωcsch2[(ξ+c)](1+Γ(+1))43ω2coth[(ξ+c)]csch2[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]+. (5.17)
    v(ξ,)=l=0vl(ξ,)=v0(ξ,)+v1(ξ,)+v2(ξ,)+,v(ξ,)=22csch2[(ξ+c)]43ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))+43ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))44ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]+. (5.18)

    For Eq (5.1), the exact result is obtained at =1,

    u(ξ,)=ω2coth[(ξ+cω)],v(ξ,)=22csch2[(ξ+cω)]. (5.19)

    Consider the approximate long wave (ALW) equations with arbitrary order

    Du=uuξvξ122vξ2,Dv=uvξvuξ+122vξ2,  0<1, (5.20)

    with initial source

    u(ξ,0)=ωcoth[(ξ+c)],v(ξ,0)=2csch2[(ξ+c)]. (5.21)

    By applying the Natural transform to Eq (5.20), we have

    N[Du(ξ,)]=N[uuξ]N[vξ]12N[2vξ2],N[Dv(ξ,)]=N[uvξ]N[vuξ]+12N[2vξ2]. (5.22)

    Define the non-linear operator as

    1sN[u(ξ,)]s2u(ξ,0)=N[uuξvξ122vξ2],1sN[v(ξ,)]s2v(ξ,0)=N[uvξvuξ+122vξ2]. (5.23)

    The above equation is reduced to by simplifying it

    N[u(ξ,)]=s2[ωcoth[(ξ+c)]]+(s(s))s2N[uuξvξ122vξ2],N[v(ξ,)]=s2[2csch2[(ξ+c)]]+(s(s))s2N[uvξvuξ+122vξ2]. (5.24)

    We get by applying inverse NT to Eq (5.24)

    u(ξ,)=ωcoth[(ξ+c)]+N1[(s(s))s2N{uuξvξ122vξ2}],v(ξ,)=2csch2[(ξ+c)]+N1[(s(s))s2N{uvξvuξ+122vξ2}]. (5.25)

    Assume that the unknown functions u(ξ,) and v(ξ,) yield the infinite series result as follows

    u(ξ,)=l=0ul(ξ,)  and  v(ξ,)=l=0vl(ξ,). (5.26)

    The Adomian polynomials represent the non-linear terms and are denoted by uuξ=l=0Al, uvξ=l=0Bl and vuξ=l=0Cl. We can write the Eq (5.25) as a result of applying these terms,

    l=0ul(ξ,)=ωcoth[(ξ+c)]+N1[(s(s))s2N{l=0All=0vlξ12l=0vlξξ}],l=0vl(ξ,)=2csch2[(ξ+c)]+N1[(s(s))s2N{l=0Bll=0Cl+12l=0vlξξ}]. (5.27)

    We can write as follows by comparing both sides of Eq (5.27)

    u0(ξ,)=ωcoth[(ξ+c)],v0(ξ,)=2csch2[(ξ+c)].u1(ξ,)=2ωcsch2[(ξ+c)]((1)+1),v1(ξ,)=23ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1).
    u2(ξ,)=2ωcsch2[(ξ+c)]((1)+1)23ω2coth[(ξ+c)]csch2[(ξ+c)]((1)2+2(1)+222),v2(ξ,)=23ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)24ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)]((1)2+2(1)+222).

    The remaining components of the Natural decomposition technique result ul and vlfor(l3) can be performed easily. The series form result is calculated as follows:

    u(ξ,)=l=0ul(ξ,)=u0(ξ,)+u1(ξ,)+u2(ξ,)+,u(ξ,)=ωcoth[(ξ+c)]2ωcsch2[(ξ+c)]((1)+1)2ωcsch2[(ξ+c)]((1)+1)23ω2coth[(ξ+c)]csch2[(ξ+c)]((1)2+2(1)+222)+,v(ξ,)=l=0vl(ξ,)=v0(ξ,)+v1(ξ,)+v2(ξ,)+,v(ξ,)=2csch2[(ξ+c)]23ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)23ωcoth[(ξ+c)]csch2[(ξ+c)]((1)+1)24ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)]((1)2+2(1)+222). (5.28)

    Assume that the unknown functions u(ξ,) and v(ξ,) yield the infinite series result as follows

    u(ξ,)=l=0ul(ξ,)  and  v(ξ,)=l=0vl(ξ,) (5.29)

    The Adomian polynomials represent the non-linear terms and are denoted by uuξ=l=0Al, uvξ=l=0Bl and vuξ=l=0Cl. We can write the Eq (5.25) as a result of applying these terms,

    l=0ul(ξ,)=[ωcoth[(ξ+c)]]+N1[ϑ(s+(ϑs))s2N{l=0All=0vlξ12l=0vlξξ}],l=0vl(ξ,)=[2csch2[(ξ+c)]]+N1[ϑβ(s+(ϑs))s2N{l=0Bll=0Cl+12l=0vlξξ}]. (5.30)

    We can write as follows by comparing both sides of Eq (5.30)

    u0(ξ,)=ωcoth[(ξ+c)],v0(ξ,)=2csch2[(ξ+c)].u1(ξ,)=2ωcsch2[(ξ+c)](1+Γ(+1)),v1(ξ,)=23ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1)).
    u2(ξ,)=2ωcsch2[(ξ+c)](1+Γ(+1))23ω2coth[(ξ+c)]csch2[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]v2(ξ,)=23ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))24ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2].

    The remaining components of the Natural decomposition technique result ul and vl(l3) can be performed easily. The series form result is calculated as follows:

    u(ξ,)=l=0ul(ξ,)=u0(ξ,)+u1(ξ,)+u2(ξ,)+,u(ξ,)=ωcoth[(ξ+c)]23ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))2ωcsch2[(ξ+c)](1+Γ(+1))23ω2coth[(ξ+c)]csch2[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]+,v(ξ,)=l=0vl(ξ,)=v0(ξ,)+v1(ξ,)+v2(ξ,)+,v(ξ,)=2csch2[(ξ+c)]23ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))23ωcoth[(ξ+c)]csch2[(ξ+c)](1+Γ(+1))24ω2(2+cosh[2(ξ+c)])csch4[(ξ+c)][22Γ(2+1)+2(1)Γ(+1)+(1)2]+. (5.31)

    For Eq (5.20), the exact result is obtained at =1

    u(ξ,)=ωcoth[(ξ+cω)],v(ξ,)=2csch2[(ξ+cω)]. (5.32)

    We used two unique methods to investigate the numerical solution of systems of coupled modified Boussinesq and approximate long wave equations with fractional order in this work. Through Maple, you can find numerical data for the system of coupled modified Boussinesq and approximate long wave equations for any order at various values of space and time variables. For the system in Problem 1, we construct numerical simulations at various values of ξ and in Tables 1 and 2. Tables 3 and 4 show a numerical comparison of the variational iteration method, Adomian decomposition method and Natural decomposition method in terms of absolute error for Eq (5.1).

    Table 1.  The exact, NTDMCF and NTDMABC results of u(ξ,) for Problem 1 at various fractional-order of having different values of ξ and .
    ξ =0.4 =0.6 =0.8 =1(approx) =1(exact)
    0.2 0.254859 0.254834 0.254820 0.254801 0.254799
    0.4 0.252178 0.252154 0.252140 0.252122 0.252119
    0.2 0.6 0.249632 0.249608 0.249595 0.249577 0.249574
    0.8 0.247212 0.247188 0.247176 0.247158 0.247155
    1 0.244911 0.244888 0.244876 0.244859 0.244855
    0.2 0.254864 0.254850 0.254838 0.254818 0.254812
    0.4 0.252183 0.252169 0.252158 0.252138 0.252132
    0.4 0.6 0.249637 0.249623 0.249612 0.249593 0.249586
    0.8 0.247217 0.247203 0.247193 0.247174 0.247167
    1 0.244915 0.244902 0.244892 0.244874 0.244866
    0.2 0.254868 0.254861 0.254853 0.254835 0.254826
    0.4 0.252187 0.252180 0.252172 0.252154 0.252145
    0.6 0.6 0.249640 0.249634 0.249626 0.249609 0.249599
    0.8 0.247220 0.247214 0.247206 0.247189 0.247178
    1 0.244918 0.244912 0.244905 0.244889 0.244877
    0.2 0.254874 0.254870 0.254866 0.254851 0.254840
    0.4 0.252192 0.252189 0.252185 0.252171 0.252158
    0.8 0.6 0.249644 0.249642 0.249638 0.249624 0.249611
    0.8 0.247226 0.247222 0.247218 0.247204 0.247190
    1 0.244923 0.244921 0.244917 0.244904 0.244889
    0.2 0.254882 0.254879 0.254878 0.254868 0.254854
    0.4 0.252199 0.252197 0.252196 0.252187 0.252171
    1 0.6 0.249654 0.249650 0.249649 0.249640 0.249623
    0.8 0.247234 0.247230 0.247229 0.247220 0.247202
    1 0.244932 0.244928 0.244927 0.244919 0.244900

     | Show Table
    DownLoad: CSV
    Table 2.  The exact, NTDMCF and NTDMABC results of v(ξ,) for Problem 1 at various fractional-order of having different values of ξ and .
    ξ =0.4 =0.6 =0.8 =1(approx) =1(exact)
    0.2 0.013760 0.013754 0.013751 0.013747 0.013747
    0.4 0.013066 0.013061 0.013058 0.013055 0.013055
    0.2 0.6 0.012414 0.012410 0.012407 0.012404 0.012404
    0.8 0.011801 0.011796 0.011794 0.011791 0.011791
    1 0.011223 0.011219 0.011217 0.011213 0.011213
    0.2 0.013761 0.013758 0.013755 0.013751 0.013751
    0.4 0.013067 0.013064 0.013062 0.013058 0.013058
    0.4 0.6 0.012415 0.012413 0.012411 0.012407 0.012407
    0.8 0.011802 0.011799 0.011797 0.011794 0.011794
    1 0.011224 0.011221 0.011220 0.011216 0.011216
    0.2 0.013762 0.013760 0.013758 0.013754 0.013754
    0.4 0.013068 0.013067 0.013065 0.013061 0.013061
    0.6 0.6 0.012416 0.012415 0.012413 0.012410 0.012410
    0.8 0.011803 0.011801 0.011800 0.011797 0.011797
    1 0.011225 0.011223 0.011222 0.011219 0.011219
    0.2 0.013764 0.013762 0.013761 0.013758 0.013758
    0.4 0.013071 0.013069 0.013068 0.013065 0.013065
    0.8 0.6 0.012419 0.012417 0.012416 0.012413 0.012413
    0.8 0.011805 0.011803 0.011802 0.011800 0.011800
    1 0.011228 0.011225 0.011224 0.011222 0.011222
    0.2 0.013768 0.013766 0.013764 0.013762 0.013762
    0.4 0.013074 0.013071 0.013070 0.013068 0.013068
    1 0.6 0.012422 0.012420 0.012418 0.012416 0.012416
    0.8 0.011808 0.011806 0.011804 0.011803 0.011803
    1 0.011230 0.011228 0.011226 0.011225 0.011225

     | Show Table
    DownLoad: CSV
    Table 3.  Error comparison between ADM[64], VIM[65], NTDMCF and NTDMABC for u(ξ,) of problem 1 at =1.
    ξ |uExactuADM| |uExactuVIM| |uExactuNTDMCF| |uExactuNTDMABC|
    0.1 8.16297E-7 6.35269 E-5 9.0000E-10 9.0000E-10
    0.1 0.3 7.64245E-7 1.90854 E-4 9.0000E-10 9.0000E-10
    0.5 7.16083E-7 3.18549 E-4 9.0000E-10 9.0000E-10
    0.1 3.26243E-6 6.18930 E-5 1.9000E-9 1.90000E-9
    0.2 0.3 3.05458E-6 1.85945 E-4 1.9000E-9 1.90000E-9
    0.5 2.86226E-6 3.10352 E-4 1.8000E-9 1.90000E-9
    0.1 7.33445E-6 6.03095 E-5 2.90000E-9 2.90000E-9
    0.3 0.3 6.86758E-6 1.81187 E-4 2.80000E-9 2.80000E-9
    0.5 6.43557E-6 3.02408 E-4 2.70000E-9 2.70000E-9
    0.1 1.30286E-5 5.87746 E-5 3.9000E-9 3.9000E-9
    0.4 0.3 1.22000E-5 1.76574 E-4 3.7000E-9 3.7000E-9
    0.5 1.14333E-5 2.94707E-4 3.6000E-9 3.6000E-9
    0.1 2.03415E-5 5.72867 E-5 4.9000E-9 4.9000E-9
    0.5 0.3 1.90489E-5 1.72102 E-4 4.7000E-9 4.7000E-9
    0.5 1.78528E-5 2.87241 E-4 4.5000E-9 4.5000E-9

     | Show Table
    DownLoad: CSV
    Table 4.  Error comparison between ADM[64], VIM[65], NTDMCF and NTDMABC for v(ξ,) of problem 1 at =1.
    ξ |vExactvADM| |vExactvVIM| |vExactvNTDMCF| |vExactvNTDMABC|
    0.1 5.88676E-5 1.65942 E-5 5.8000E-10 5.8000E-10
    0.1 0.3 5.56914E-5 4.98691 E-5 5.4000E-10 5.4000E-10
    0.5 5.27169E-5 8.32598 E-5 4.9000E-10 4.9000E-10
    0.1 1.18213E-4 1.06813E-5 2.3200E-9 2.3200E-9
    0.2 0.3 1.11833E-4 4.83269E-5 2.1400E-9 2.1400E-9
    0.5 1.05858E-4 8.06837E-5 1.9900E-9 1.9900E-9
    0.1 1.78041E-4 1.55880E-5 5.2300E-9 5.2300E-9
    0.3 0.3 1.68429E-4 4.68440E-5 4.8300E-9 4.8300E-9
    0.5 1.59428E-4 7.82068E-5 4.4700E-9 4.4700E-9
    0.1 2.38356E-4 1.51135E-5 9.3000E-9 9.3000E-9
    0.4 0.3 2.25483E-4 4.54174E-5 8.5800E-9 8.5800E-9
    0.5 2.13430E-4 7.58243E-5 7.9600E-9 7.9600E-9
    0.1 2.99162E-4 1.46569E-5 1.4530E-8 1.4530E-8
    0.5 0.3 2.83001E-4 4.40448E-5 1.3430E-8 1.3430E-8
    0.5 2.67868E-4 7.35317E-5 1.2430E-8 1.2430E-8

     | Show Table
    DownLoad: CSV

    The outcomes of a calculations for the coupled system considered in Problem 2 are shown in Tables 5 and 6. Similarly, in Tables 7 and 8, we compare the Adomian decomposition method, natural decomposition method and variational iteration method solutions to Eq (5.20).

    Table 5.  The exact, NTDMCF and NTDMABC results of u(ξ,) for Problem 2 at various fractional-order of having different values of ξ and .
    ξ =0.4 =0.6 =0.8 =1(approx) =1(exact)
    0.2 0.124923 0.124912 0.124907 0.124899 0.124899
    0.4 0.123582 0.123572 0.123567 0.123559 0.123559
    0.2 0.6 0.122308 0.122299 0.122294 0.122287 0.122287
    0.8 0.121098 0.121089 0.121084 0.121077 0.121077
    1 0.119947 0.119938 0.119934 0.119927 0.119927
    0.2 0.124925 0.124919 0.124914 0.124906 0.124906
    0.4 0.123584 0.123578 0.123574 0.123566 0.123566
    0.4 0.6 0.122310 0.122305 0.122300 0.122293 0.122293
    0.8 0.121100 0.121094 0.121090 0.121083 0.121083
    1 0.119948 0.119943 0.119940 0.119933 0.119933
    0.2 0.124926 0.124924 0.124920 0.124913 0.124913
    0.4 0.123585 0.123583 0.123580 0.123572 0.123572
    0.6 0.6 0.122311 0.122309 0.122306 0.122299 0.122299
    0.8 0.121101 0.121098 0.121096 0.121089 0.121089
    1 0.119950 0.119947 0.119945 0.119938 0.119938
    0.2 0.124927 0.124928 0.124926 0.124920 0.124920
    0.4 0.123588 0.123586 0.123585 0.123579 0.123579
    0.8 0.6 0.122315 0.122312 0.122311 0.122305 0.122305
    0.8 0.121104 0.121102 0.121100 0.121095 0.121095
    1 0.119953 0.119950 0.119949 0.119944 0.119944
    0.2 0.124935 0.124933 0.124931 0.124927 0.124927
    0.4 0.123592 0.123590 0.123589 0.123585 0.123585
    1 0.6 0.122319 0.122316 0.122315 0.122311 0.122311
    0.8 0.121107 0.121106 0.121104 0.121101 0.121101
    1 0.119958 0.119955 0.119953 0.119950 0.119950

     | Show Table
    DownLoad: CSV
    Table 6.  The exact, NTDMCF and NTDMABC results of u(ξ,) for Problem 2 at various fractional-order of having different values of ξ and .
    ξ =0.4 =0.6 =0.8 =1(approx) =1(exact)
    0.2 0.006880 0.006877 0.006875 0.006873 0.006873
    0.4 0.006533 0.006530 0.006529 0.006527 0.006527
    0.2 0.6 0.006207 0.006205 0.006203 0.006202 0.006202
    0.8 0.005900 0.005898 0.005897 0.005895 0.005895
    1 0.005611 0.005609 0.005608 0.005606 0.005606
    0.2 0.006880 0.006879 0.006877 0.006875 0.006875
    0.4 0.006533 0.006532 0.006531 0.006529 0.006529
    0.4 0.6 0.006207 0.006206 0.006205 0.006203 0.006203
    0.8 0.005901 0.005899 0.005898 0.005897 0.005897
    1 0.005612 0.005610 0.005610 0.005608 0.005608
    0.2 0.006881 0.006880 0.006879 0.006877 0.006877
    0.4 0.006534 0.006533 0.006532 0.006530 0.006530
    0.6 0.6 0.006208 0.006207 0.006206 0.006205 0.006205
    0.8 0.005901 0.005900 0.005900 0.005898 0.005898
    1 0.005612 0.005611 0.005611 0.005609 0.005609
    0.2 0.006881 0.006881 0.006880 0.006879 0.006879
    0.4 0.006534 0.006534 0.006534 0.006532 0.006532
    0.8 0.6 0.006208 0.006208 0.006208 0.006206 0.006206
    0.8 0.005901 0.005901 0.005901 0.005900 0.005900
    1 0.005612 0.005612 0.005612 0.005611 0.005611
    0.2 0.006881 0.006882 0.006882 0.006881 0.006881
    0.4 0.006534 0.006535 0.006535 0.006534 0.006534
    1 0.6 0.006208 0.006209 0.006209 0.006208 0.006208
    0.8 0.005901 0.005902 0.005902 0.005901 0.005901
    1 0.005612 0.005613 0.005613 0.005612 0.005612

     | Show Table
    DownLoad: CSV
    Table 7.  Error comparison between ADM[64], VIM[65], NTDMCF and NTDMABC for u(ξ,) of Problem 2 at =1.
    ξ |uExactuADM| |uExactuVIM| |uExactuNTDMCF| |uExactuNTDMABC|
    0.1 8.02989E-6 1.23033E-4 8.0000E-10 8.000E-10
    0.1 0.3 7.38281E-6 3.69597E-4 9.0000E-10 9.000E-10
    0.5 6.79923E-6 4.92780E-4 8.0000E-10 8.000E-10
    0.1 3.23228E-5 1.69274E-5 3.7000E-9 3.7000E-9
    0.2 0.3 2.97172E-5 1.89210E-4 3.4000E-9 3.4000E-9
    0.5 2.73673E-5 1.55176E-4 3.3000E-9 3.3000E-9
    0.1 7.32051E-5 1.12345E-5 8.2000E-9 8.2000E-9
    0.3 0.3 6.73006E-5 6.55176E-5 7.70000E-9 7.70000E-9
    0.5 6.19760E-5 2.12346E-5 7.3000E-9 7.3000E-9
    0.1 1.31032E-4 7.36513E-5 1.4700E-8 1.4700E-8
    0.4 0.3 1.20455E-4 9.50160E-5 1.3800E-8 1.3800E-8
    0.5 1.10919E-4 8.23160E-4 1.3000E-8 1.3000E-8
    0.1 2.06186E-4 5.55176E-5 2.3000E-8 2.3000E-8
    0.5 0.3 1.89528E-4 3.21715E-6 2.1700E-8 2.1700E-8
    0.5 1.74510E-4 2.00176E-5 2.0400E-8 2.0400E-8

     | Show Table
    DownLoad: CSV
    Table 8.  Error comparison between ADM[64], VIM[65], NTDMCF and NTDMABC for v(ξ,) of Problem 2 at =1.
    ξ |vExactvADM| |vExactvVIM| |vExactvNTDMCF| |vExactvNTDMABC|
    0.1 4.81902E-4 1.23033E-4 2.9100E-10 2.9100E-10
    0.1 0.3 4.50818E-4 1.76000E-4 2.6800E-10 2.6800E-10
    0.5 4.22221E-4 2.69597E-4 2.4900E-10 2.4900E-10
    0.1 9.76644E-4 2.69597E-4 1.1620E-9 1.1620E-9
    0.2 0.3 9.13502E-4 2.69597E-4 1.0730E-9 1.0730E-9
    0.5 8.55426E-4 2.69597E-4 9.9400E-10 9.9400E-10
    0.1 1.48482E-3 2.69597E-4 2.6150E-9 2.6150E-9
    0.3 0.3 1.38858E-3 2.69597E-4 2.4170E-9 2.4170E-9
    0.5 1.30009E-3 2.69597E-4 2.2380E-9 2.2380E-9
    0.1 2.00705E-3 2.69597E-4 4.6480E-9 4.6480E-9
    0.4 0.3 1.87661E-3 2.69597E-4 4.2960E-9 4.2960E-9
    0.5 1.75670E-3 2.69597E-4 3.9800E-9 3.9800E-9
    0.1 2.54396E-3 2.69597E-4 7.2650E-9 7.2650E-9
    0.5 0.3 2.37815E-3 2.69597E-4 6.7150E-9 6.7150E-9
    0.5 2.22578E-3 2.69597E-4 6.2190E-9 6.2190E-9

     | Show Table
    DownLoad: CSV

    On the basis of the information in the above tables, we may say that the Natural decomposition approach produces more accurate results.

    Figure 1 illustrates the behaviour of the exact and Natural decomposition technique result for u(ξ,) of Problem 1, while Figure 2 displays the behavior of the analytical result at different fractional-orders of . Figure 3 illustrates the solution for u(ξ,) in various fractional-orders. Figure 4 demonstrates the behaviour of the exact and analytical solutions for v(ξ,) and Figure 5 shows the absolute error for Example 1.

    Figure 1.  Example 1 exact and numerical solutions for u(ξ,) at =1.
    Figure 2.  Example 1 analytical solution graph for u(ξ,) at =0.8 and 0.6.
    Figure 3.  Example 1 analytical solution graph for u(ξ,) at various values of .
    Figure 4.  Example 1 exact and analytical solution of v(ξ,) at =1.
    Figure 5.  Example 1 analytical solution graph for v(ξ,) at various values of .

    Figure 6 shows the behaviour of the exact and Natural decomposition technique results for u(ξ,) of Problem 2, whereas Figure 7 displays the nature of the analytical solution at various fractional-orders of . Figure 8 shows the solution graph for Problem 2 at various fractional-orders of u(ξ,). Figure 9 shows the behavior of the exact and analytical solution for v(ξ,) whereas Figure 10 shows the absolute error of Problem 2. We draw the given graphs within domain 100ξ100 having c=10, ω=0.005 and =0.15.

    Figure 6.  Example 2 exact and numerical solutions for u(ξ,) at =1.
    Figure 7.  Example 2 analytical solution graph for u(ξ,) at =0.8 and 0.6.
    Figure 8.  Example 2 analytical solution graph for u(ξ,) at various values of .
    Figure 9.  Example 2 exact and analytical solution of v(ξ,) at =1.
    Figure 10.  Absolute error graph for v(ξ,).

    The natural decomposition technique is used to solve the coupled modified Boussinesq and approximate long wave equations in this paper. Two examples are solved to demonstrate and validate the effectiveness of the suggested technique. In comparison to existing analytical approaches for determining approximate solutions of nonlinear coupled fractional partial differential equations, the present method is efficient and straightforward. The derived results have been shown in graphical and tabular form. The proposed method generates a sequence of results in the form of a recurrence relation having greater accuracy and less calculations. In terms of absolute error, calculations were performed for both fractional coupled systems. At =1, a number of computational solutions are compared to well-known analytical techniques and the exact results. The benefits of the current methods include less calculations and greater accuracy. Moreover, the proposed method is shown to be simple and effective, and it may be applied to solve various fractional-order differential equation systems.

    The authors would like to thank the Deanship of Scientific Research at Umm Al-Qura University for supporting this work by Grant Code: (22UQU4310396DSR07).

    The authors declare that they have no competing interests.



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