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Study on the symmetries and conserved quantities of flexible mechanical multibody dynamics

  • In this paper, in order to provides a powerful new tool for quantitative and qualitative analysis of dynamics properties in flexible mechanical multibody systems, the symmetry theory and numerical algorithms for preserving structure in modern analytical mechanics is introduced into flexible multibody dynamics. First, taking the hub-beam systems as an example, the original nonlinear partial differential-integral equations of the system dynamics model are discretized into the finite-dimensional Lagrange equations by using the assumed modal method. Second, the group analysis theory is introduced and the criterion equations and the corresponding conserved quantities of Noether symmetries are given according to the invariance principle, which provide an effective way for analytic integral theory of dynamic equations. Finally, a conserved quantity-preserving numerical algorithm is constructed by coordinates incremental discrete gradient, which makes full use of the invariance of conserved quantity to eliminate the error consumption for a long time. The simulation results show that the deeper mechanical laws and motion characteristics of flexible mechanical multibody systems dynamics can be obtained with the help of symmetries and conserved quantities, which can provide reference for more precise dynamic optimization design and advanced control of systems.

    Citation: Mingliang Zheng. Study on the symmetries and conserved quantities of flexible mechanical multibody dynamics[J]. AIMS Mathematics, 2023, 8(11): 27969-27982. doi: 10.3934/math.20231430

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  • In this paper, in order to provides a powerful new tool for quantitative and qualitative analysis of dynamics properties in flexible mechanical multibody systems, the symmetry theory and numerical algorithms for preserving structure in modern analytical mechanics is introduced into flexible multibody dynamics. First, taking the hub-beam systems as an example, the original nonlinear partial differential-integral equations of the system dynamics model are discretized into the finite-dimensional Lagrange equations by using the assumed modal method. Second, the group analysis theory is introduced and the criterion equations and the corresponding conserved quantities of Noether symmetries are given according to the invariance principle, which provide an effective way for analytic integral theory of dynamic equations. Finally, a conserved quantity-preserving numerical algorithm is constructed by coordinates incremental discrete gradient, which makes full use of the invariance of conserved quantity to eliminate the error consumption for a long time. The simulation results show that the deeper mechanical laws and motion characteristics of flexible mechanical multibody systems dynamics can be obtained with the help of symmetries and conserved quantities, which can provide reference for more precise dynamic optimization design and advanced control of systems.



    In recent years, fractional calculus (FC) has been successfully applied to describe the mathematical issues in real materials [1,2]. For instance, [3] provided the representation of the constitutive relationship (RCR) of the fractional mechanical element with fractional derivative (FD) of the Riemann-Liouville type, and [4] presented its generalised form. In [5], the RCR with FC of the Liouville-Caputo type was taken into consideration. It has been demonstrated that the local fractional derivative is a wonderful mathematical tool for addressing fractal issues and some challenging natural phenomena [6,7]. The Caputo-Fabrizio type's RCR through fractional derivative was introduced in [8]. The study of fractional differential equations has expanded owing to the Caputo-Fabrizio fractional derivative. The nonsingular kernel of the new derivative [9], is what makes it so beautiful. The Caputo-Fabrizio derivative has the same additional motivating characteristics of heterogeneity and configuration [10,11] with different scales as it does in the Caputo and Riemann-Liouville fractional derivatives despite being created through the convolution of an ordinary derivative and an exponential function. In the past two years, numerous studies related to the the new Caputo-Fabrizio fractional derivative have been published. It has been shown that modelling using the fractional derivative of the Atangana-Baleanu has a brief random walk. Additionally, it has been found that the Mittag-Leffler function is a more significant and practical filter tool than the power and exponential law functions, making the Atangana-Baleanu fractional derivative in the sense of Caputo an effective mathematical tool for simulating more difficult real-world problems [12,13].

    Using partial differential equations, it is possible to express a specific relationship between its partial derivatives (PDEs) and an unknown function. PDEs may be found in almost every field of engineering and research. In recent years, the application of PDEs in fields such as finance, biology, image graphics and processing, and social sciences has risen. As a result, when certain independent variables interact with one another in each of the above-mentioned fields, appropriate functions in these variables may be established, allowing for the modelling of a variety of processes via the use of equations for the related functions [14,15,16]. The study of PDEs has various elements. The traditional method, which dominated the nineteenth century, was to develop procedures for identifying explicit answers [17,18,19]. Theoretical PDE analysis offers a wide range of applications. It's worth noting that there are certain really difficult equations that even supercomputers can't solve. All one can do in these situations is attempt to get qualitative data. Moreover, the formulation of the equation, as well as its associated side conditions, is significant. A model of a physical or technical issue is frequently used to generate the equation. It is not immediately clear that the model is continuous in the view that it results to a solved PDE [20,21,22]. Furthermore, in most circumstances, it is preferable that the answer be one of a kind and stable under minor data disruptions. Theoretical comprehension of the equation aids in determining whether or not these requirements are satisfied. Several methods for solving classical PDEs have already been suggested, and several solutions have been discovered [23,24,25,26,27,28,29].

    The propagation of shallow water is represented by numerous well-known integral models, such as the Boussinesq equation, KdV equation, Whitham-Broer-Kaup equation, and others. Whitham, Broer, and Kaup [30,31,32,33,34] created non-linear Whitham-Broer-Kaup equations employing the Boussinesq approximation

    {ψτ+ψψυ+φυ+qψυυ=0φτ+φψυ+ψφυqφυυ+pψυυυ=0, (1.1)

    where ψ=ψ(υ,τ),φ=φ(υ,τ) represents the velocity of horizontal and fluid height, which fluctuates substantially from equilibriums, and q,p are constants made up of many diffusion power. Wang and Zheng [32] implemented riccati sub-equation method to obtain the result of fractional order Whitham-Broer-Kaup equations. The analytical and numerical methods have been applied to find the solutions of Whitham-Broer-Kaup equations, such as reduced differential transform method, residual power series method (1.1), finite element method [35], power-series method[36], the finite difference approach [37], the exponential-function technique [38], the variation iteration technique, the homotopy perturbation technique, the homotopy analysis technique and others [39,40,41].

    Adomian introduced the Adomian decomposition approach in 1980, which is an effective approach for locating numeric and explicit solutions to a wide variety of differential equations that describe physical conditions. This method is applicable to initial value problems, boundary value problems, partial and ordinary differential equations, including linear and nonlinear equations, and stochastic systems. The Natural transform decomposition method is constructed by combining the Adomian decomposition method with the Natural transform method (NTDM). NTDM has also been used to analyze fractional-order non-linear partial differential equations numerically in a number of articles [42,43,44].

    In this research, we use NTDM in combination with two different derivatives to investigate the general as well as numerical solution of the coupled system of Whitham-Broer-Kaup equations of fractional order, as inspired by the above papers. NTDM is a simple and effective technique that does not require any perturbation. We compare our suggested method's results to those of other well-known approaches like the variational iteration method, Adomain decomposition method, and Optimal homoptoy analysis method. We can observe that the proposed method is superior to the previously discussed methods for finding nonlinear fractional order partial differential equation solutions. We use Maple to perform the calculations. The suggested techniques' convergence is also ensured by extending the concept mentioned in [45,46].

    Fractional derivatives and integrals have a great number of properties and definitions. We propose changes to some basic fractional calculus definitions and preliminaries used in this study.

    Definition 2.1. The Riemann-Liouville integral of order fraction for a function jC,1, is given as [47,48,49]

    Iϱj(η)=1Γ(ϱ)η0(η)ϱ1j()d,  ϱ>0,  η>0.and  I0j(η)=j(η). (2.1)

    Definition 2.2. The derivative with order fraction for j(η) in Caputo manner is stated as [47,48,49]

    Dϱηj(η)=ImϱDmj(η)=1mϱη0(η)mϱ1j(m)()d, (2.2)

    for m1<ϱm,  mN,  η>0,jCm,1.

    Definition 2.3. The derivative with order fraction for j(η) in CF sense is stated as [47]

    Dϱηj(η)=F(ϱ)1ϱη0exp(ϱ(η)1ϱ)D(j())d, (2.3)

    having 0<ϱ<1 and F(ϱ) is a normalization function having F(0)=F(1)=1.

    Definition 2.4. The derivative with order fraction for j(η) in ABC sense is stated as [47]

    Dϱηj(η)=B(ϱ)1ϱη0Eϱ(ϱ(η)1ϱ)D(j())d, (2.4)

    having 0<ϱ<1, B(ϱ) is normalization function and Eϱ(z)=m=0zmΓ(mϱ+1) is the Mittag-Leffler function.

    Definition 2.5. For a function ψ(τ), the natural transform (NT) is stated as

    N(ψ(τ))=U(κ,)=eκτψ(τ)dτ,  κ,(,), (2.5)

    and for τ(0,), the NT of ψ(τ) is stated as

    N(ψ(τ)H(τ))=N+=U+(κ,)=0eκτψ(τ)dτ,  κ,(0,), (2.6)

    where H(τ) is the Heaviside function.

    Definition 2.6. For the function ψ(κ,), the inverse NT is stated as

    N1[U(κ,)]=ψ(τ),  τ0. (2.7)

    Lemma 2.7. If the NT of ψ1(τ) and ψ2(τ) are U1(κ,) and U2(κ,) respectively, so

    N[c1ψ1(τ)+c2ψ2(τ)]=c1N[ψ1(τ)]+c2N[ψ2(τ)]=c1U1(κ,)+c2U2(κ,), (2.8)

    having c1 and c2 constants.

    Lemma 2.8. If ψ1(τ) and ψ2(τ) are the inverse NT of ψ1(κ,) and ψ2(κ,) respectively, so

    {N}1[c1U1(κ,)+c2U2(κ,)]=c1N1[U1(κ,)]+c2N1[U2(κ,)]=c1ψ1(τ)+c2ψ2(τ), (2.9)

    having c1 and c2 constants.

    Definition 2.9. The NT of Dϱτψ(τ) in Caputo sense is stated as [47]

    N[Dϱτψ(τ)]=(κ)ϱ(N[ψ(τ)](1κ)ψ(0)). (2.10)

    Definition 2.10. The NT of Dϱτψ(τ) in CF sense is stated as [47]

    N[Dϱτψ(τ)]=11ϱ+ϱ(κ)(N[ψ(τ)](1κ)ψ(0)). (2.11)

    Definition 2.11. The NT of Dϱτψ(τ) in ABC sense is stated as [47]

    N[Dϱτψ(τ)]=M[ϱ]1ϱ+ϱ(κ)ϱ(N[ψ(τ)](1κ)ψ(0)), (2.12)

    with M[ϱ] denoting a normalization function.

    Consider the fractional partial differential equation

    Dϱτψ(υ,τ)=L(ψ(υ,τ))+N(ψ(υ,τ))+h(υ,τ)=M(υ,τ), (3.1)

    with the initial condition

    ψ(υ,0)=ϕ(υ), (3.2)

    which L is linear, N non-linear functions and sources function h(υ,τ).

    The fractional CF derivative and natural transformation, Eq (3.1) can be stated as,

    1p(ϱ,,κ)(N[ψ(υ,τ)]ϕ(υ)κ)=N[M(υ,τ)], (3.3)

    with

    p(ϱ,,κ)=1ϱ+ϱ(κ). (3.4)

    On employing natural inverse transformation, we get

    ψ(υ,τ)=N1(ϕ(υ)κ+p(ϱ,,κ)N[M(υ,τ)]). (3.5)

    Thus, for ψ(υ,τ), the series type solution is given as

    ψ(υ,τ)=i=0ψi(υ,τ), (3.6)

    and N(ψ(υ,τ)) can be decomposed as

    N(ψ(υ,τ))=i=0Ai(ψ0,...,ψi), (3.7)

    the Adomian polynomials Ai is given as

    An=1n!dndεnN(t,Σnk=0εkψk)|ε=0.

    Putting Eqs (3.7) and (3.6) into (3.5), we obtain

    i=0ψi(υ,τ)=N1(ϕ(υ)κ+p(ϱ,,κ)N[h(υ,τ)])+N1(p(ϱ,,κ)N[i=0L(ψi(υ,τ))+Aτ]). (3.8)

    From (3.8), we get,

    ψCF0(υ,τ)=N1(ϕ(υ)κ+p(ϱ,,κ)N[h(υ,τ)]),ψCF1(υ,τ)=N1(p(ϱ,,κ)N[L(ψ0(υ,τ))+A0]),ψCFl+1(υ,τ)=N1(p(ϱ,,κ)N[L(ψl(υ,τ))+Al]),  l=1,2,3,. (3.9)

    Thus, we obtain the result of (3.1) by putting (3.9) into (3.6) applying NTDMCF,

    ψCF(υ,τ)=ψCF0(υ,τ)+ψCF1(υ,τ)+ψCF2(υ,τ)+. (3.10)

    The fractional ABC derivative and natural transformation, Eq (3.1) is given as,

    1q(ϱ,,κ)(N[ψ(υ,τ)]ϕ(υ)κ)=N[M(υ,τ)], (3.11)

    with

    q(ϱ,,κ)=1ϱ+ϱ(κ)ϱB(ϱ). (3.12)

    On employing natural inverse transformation, we get

    ψ(υ,τ)=N1(ϕ(υ)κ+q(ϱ,,κ)N[M(υ,τ)]). (3.13)

    The Adomain decomposition, we obtain as

    i=0ψi(υ,τ)=N1(ϕ(υ)κ+q(ϱ,,κ)N[h(υ,τ)])+N1(q(ϱ,,κ)N[i=0L(ψi(υ,τ))+Aτ]). (3.14)

    From (3.8), we get,

    ψABC0(υ,τ)=N1(ϕ(υ)κ+q(ϱ,,κ)N[h(υ,τ)]),ψABC1(υ,τ)=N1(q(ϱ,,κ)N[L(ψ0(υ,τ))+A0]),ψABCl+1(υ,τ)=N1(q(ϱ,,κ)N[L(ψl(υ,τ))+Al]),  l=1,2,3,. (3.15)

    Thus, we obtain the result of (3.1), by applying NTDMABC

    ψABC(υ,τ)=ψABC0(υ,τ)+ψABC1(υ,τ)+ψABC2(υ,τ)+. (3.16)

    In this part, we give the uniqueness and convergence of the NTDMABC and NTDMCF.

    Theorem 4.1. Let |L(ψ)L(ψ)|<γ1|ψψ| and |N(ψ)N(ψ)|<γ2|ψψ|, where ψ:=ψ(,τ) and ψ:=ψ(,τ) are values of two different functions and γ1, γ2 are Lipschitz constants.

    L and N are the operators stated in (3.1). Then for NTDMCF the solution of (3.1) is unique when 0<(γ1+γ2)(1ϱ+ϱτ)<1 for all τ.

    Proof. Let H=(C[J],||.||) having norm ||ϕ(τ)||=maxτJ|ϕ(τ)| is the Banach space, continuous function over the interval J=[0,T]. Let I:HH a non-linear mapping, with

    ψCl+1=ψC0+N1[p(ϱ,,κ)N[L(ψl(,τ))+N(ψl(,τ))]],  l0.
    ||I(ψ)I(ψ)||maxτJ|N1[p(ϱ,,κ)N[L(ψ)L(ψ)]+p(ϱ,,κ)N[N(ψ)N(ψ)]|]maxτJ[γ1N1[p(ϱ,,κ)N[|ψψ|]]+γ2N1[p(ϱ,,κ)N[|ψψ|]]]maxτJ(γ1+γ2)[N1[p(ϱ,,κ)N|ψψ|]](γ1+γ2)[N1[p(ϱ,,κ)N||ψψ||]]=(γ1+γ2)(1ϱ+ϱτ)||ψψ||. (4.1)

    So, I is contraction as 0<(γ1+γ2)(1ϱ+ϱτ)<1. The solution of (3.1) is unique as according to Banach fixed point theorem.

    Theorem 4.2. As according to the above theorem, the solution of (3.1) is unique for NTDMABC when 0<(γ1+γ2)(1ϱ+ϱτϱΓ(ϱ+1))<1 for all τ.

    Proof. As from above theorem let H=(C[J],||.||) be the Banach space, continuous function over the interval J. Let I:HH is non-linear mapping, with

    ψCl+1=ψC0+N1[p(ϱ,,κ)N[L(ψl(,τ))+N(ψl(,τ))]],  l0.
    ||I(ψ)I(ψ)||maxτJ|N1[q(ϱ,,κ)N[L(ψ)L(ψ)]+q(ϱ,,κ)N[N(ψ)N(ψ)]|]maxτJ[γ1N1[q(ϱ,,κ)N[|ψψ|]]+γ2N1[q(ϱ,,κ)N[|ψψ|]]]maxτJ(γ1+γ2)[N1[q(ϱ,,κ)N|ψψ|]](γ1+γ2)[N1[q(ϱ,,κ)N||ψψ||]]=(γ1+γ2)(1ϱ+ϱτϱΓ(ϱ+1))||ψψ||. (4.2)

    So, I is contraction as 0<(γ1+γ2)(1ϱ+ϱτϱΓ(ϱ+1))<1. The solution of (3.1) is unique as according to Banach fixed point theorem.

    Theorem 4.3. Let L and N are a Lipschitz functions as stated in the above theorems, then the NTDMCF solution of (3.1) is convergent.

    Proof. Suppose H be the Banach space determined above and let ψm=mr=0ψr(,τ). To prove that ψm is a Cauchy sequence in H. Let,

    ||ψmψn||=maxτJ|mr=n+1ψr|,  n=1,2,3,maxτJ|N1[p(ϱ,,κ)N[mr=n+1(L(ψr1)+N(ψr1))]]|=maxτJ|N1[p(ϱ,,κ)N[m1r=n+1(L(ψr)+N(ψr))]]|maxτJ|N1[p(ϱ,,κ)N[(L(ψm1)L(ψn1)+N(ψm1)N(ψn1))]]|γ1maxτJ|N1[p(ϱ,,κ)N[(L(ψm1)L(ψn1))]]|+γ2maxτJ|N1[p(ϱ,,κ)N[(N(ψm1)N(ψn1))]]|=(γ1+γ2)(1ϱ+ϱτ)||ψm1ψn1||. (4.3)

    Let m=n+1, then

    ||ψn+1ψn||γ||ψnψn1||γ2||ψn1ψn2||γn||ψ1ψ0||, (4.4)

    where γ=(γ1+γ2)(1ϱ+ϱτ). Thus, we get

    ||ψmψn||||ψn+1ψn||+||ψn+2ψn+1||++||ψmψm1||,(γn+γn+1++γm1)||ψ1ψ0||γn(1γmn1γ)||ψ1||. (4.5)

    As 0<γ<1, we have 1γmn<1. Thus,

    ||ψmψn||γn1γmaxτJ||ψ1||. (4.6)

    Since ||ψ1||<,  ||ψmψn||0 when n. As a result, ψm is a Cauchy sequence in H, stated that the series ψm is convergent.

    Theorem 4.4. Let L and N are a Lipschitz functions as stated in the above theorems, then the NTDMABC solution of (3.1) is convergent.

    Proof. Suppose ψm=mr=0ψr(,τ). To prove that ψm is a Cauchy sequence in H. Let,

    ||ψmψn||=maxτJ|mr=n+1ψr|,  n=1,2,3,maxτJ|N1[q(ϱ,,κ)N[mr=n+1(L(ψr1)+N(ψr1))]]|=maxτJ|N1[q(ϱ,,κ)N[m1r=n+1(L(ψr)+N(ur))]]|maxτJ|N1[q(ϱ,,κ)N[(L(ψm1)L(ψn1)+N(ψm1)N(ψn1))]]|γ1maxτJ|N1[q(ϱ,,κ)N[(L(ψm1)L(ψn1))]]|+γ2maxτJ|N1[p(ϱ,,κ)N[(N(ψm1)N(ψn1))]]|=(γ1+γ2)(1ϱ+ϱτϱΓ(ϱ+1))||ψm1ψn1||. (4.7)

    Suppose m=n+1, thus

    ||ψn+1ψn||γ||ψnψn1||γ2||ψn1ψn2||γn||ψ1ψ0||, (4.8)

    with γ=(γ1+γ2)(1ϱ+ϱτϱΓ(ϱ+1)). Thus, we get

    ||ψmψn||||ψn+1ψn||+||ψn+2ψn+1||++||ψmψm1||,(γn+γn+1++γm1)||ψ1ψ0||γn(1γmn1γ)||ψ1||. (4.9)

    As 0<γ<1, we have 1γmn<1. Thus,

    ||ψmψn||γn1γmaxτJ||ψ1||. (4.10)

    Since ||ψ1||<,  ||ψmψn||0 when n. As a result, ψm is a Cauchy sequence in H, stated that the series ψm is convergent.

    Example 1. Consider the fractional-order system of Whitham-Broer-Kaup equations is given as

    Dϱτψ(υ,τ)+ψ(υ,τ)ψ(υ,τ)υ+ψ(υ,τ)υ+φ(υ,τ)υ=0,  0<ϱ1,1<τ1,10υ10,Dϱτφ(υ,τ)+ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ+33ψ(υ,τ)υ32φ(υ,τ)υ2=0, (5.1)

    the initial condition

    ψ(υ,0)=128tanh(2υ),φ(υ,0)=1616tanh2(2υ). (5.2)

    On employing natural transform, we have

    N[Dϱτψ(υ,τ)]=N[ψ(υ,τ)ψ(υ,τ)υ+ψ(υ,τ)υ+φ(υ,τ)υ],N[Dϱτφ(υ,τ)]=N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ+33ψ(υ,τ)υ32φ(υ,τ)υ2], (5.3)

    Thus, we have

    1κϱN[ψ(υ,τ)]κ2ϱψ(υ,0)=N[ψ(υ,τ)ψ(υ,τ)υ+ψ(υ,τ)υ+φ(υ,τ)υ],1κϱN[φ(υ,τ)]κ2ϱψ(υ,0)=N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ+33ψ(υ,τ)υ32φ(υ,τ)υ2]. (5.4)

    On simplification we have

    N[ψ(υ,τ)]=κ2[128tanh(2υ)]ϱ(κϱ(κϱ))κ2N[ψ(υ,τ)ψ(υ,τ)υ+ψ(υ,τ)υ+φ(υ,τ)υ],N[φ(υ,τ)]=κ2[1616tanh2(2υ)]ϱ(κϱ(κϱ))κ2N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ+33ψ(υ,τ)υ32φ(υ,τ)υ2]. (5.5)

    Using the inverse natural transform, we get

    ψ(υ,τ)=[128tanh(2υ)]N1[ϱ(κϱ(κϱ))κ2N{ψ(υ,τ)ψ(υ,τ)υ+ψ(υ,τ)υ+φ(υ,τ)υ}],φ(υ,τ)=[1616tanh2(2υ)]N1[ϱ(κϱ(κϱ))κ2N{ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ+33ψ(υ,τ)υ32φ(υ,τ)υ2}]. (5.6)

    The series form solution for the unknown term ψ(υ,τ) and φ(υ,τ) is given as

    ψ(υ,τ)=l=0ψl(υ,τ)andφ(υ,τ)=l=0ψl(υ,τ). (5.7)

    The non-linear functions define by Adomian polynomials are given as ψψυ=m=0Am, ψφυ=m=0Bm and φψυ=m=0Cm, thus by means of these functions Eq (5.6) can be calculated as

    l=0ψl+1(υ,τ)=128tanh(2υ)N1[ϱ(κϱ(κϱ))κ2N{l=0Al+ψ(υ,τ)υ+φ(υ,τ)υ}],l=0φl+1(υ,τ)=1616tanh2(2υ)N1[ϱ(κϱ(κϱ))κ2N{l=0Bl+l=0Cl+33ψ(υ,τ)υ32φ(υ,τ)υ2}]. (5.8)

    Both side comparison of Eq (5.8), we achieve

    ψ0(υ,τ)=128tanh(2υ),φ0(υ,τ)=1616tanh2(2υ),
    ψ1(υ,τ)=8sech2(2υ)(ϱ(τ1)+1),φ1(υ,τ)=32sech2(2υ)tanh(2υ)(ϱ(τ1)+1), (5.9)
    ψ2(υ,τ)=16sech2(2υ)(4sech2(2υ)8tanh2(2υ)+3tanh(2υ))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22),φ2(υ,τ)=32sech2(2υ){40sech2(2υ)tanh(2υ)+96tanh(2υ)2tanh2(2υ)32tanh3(2υ)25sech2(2υ)}((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22). (5.10)

    Thus, for ψl and φl with (l3) the remaining terms are simply calculate. So, the result in series type is as

    ψ(υ,τ)=l=0ψl(υ,τ)=ψ0(υ,τ)+ψ1(υ,τ)+ψ2(υ,τ)+,ψ(υ,τ)=128tanh(2υ)8sech2(2υ)(ϱ(τ1)+1)16sech2(2υ)(4sech2(2υ)8tanh2(2υ)+3tanh(2υ))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)+.φ(υ,τ)=l=0φl(υ,τ)=φ0(υ,τ)+φ1(υ,τ)+φ2(υ,τ)+,φ(υ,τ)=1616tanh2(2υ)32sech2(2υ)tanh(2υ)(ϱ(τ1)+1)32sech2(2υ){40sech2(2υ)tanh(2υ)+96tanh(2υ)2tanh2(2υ)32tanh3(2υ)25sech2(2υ)}((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)+. (5.11)

    The series form solution for the unknown term ψ(υ,τ) and φ(υ,τ) is given as

    ψ(υ,τ)=l=0ψl(υ,τ),φ(υ,τ)=l=0ψl(υ,τ). (5.12)

    The non-linear functions by mean of Adomian polynomials is given as ψψυ=l=0Al and ψ2ψυ=l=0Bl, thus by mean of these functions Eq (5.6) can be calculated as

    l=0ψl+1(υ,τ)=128tanh(2υ)N1[ϱ(κϱ+ϱ(ϱκϱ))κ2ϱN{l=0Al+ψ(υ,τ)υ+φ(υ,τ)υ}],l=0φl+1(υ,τ)=1616tanh2(2υ)N1[ϱ(κϱ+ϱ(ϱκϱ))κ2ϱN{l=0Bl+l=0Cl+33ψ(υ,τ)υ32φ(υ,τ)υ2}]. (5.13)

    Both side comparison of Eq (5.13), we get

    ψ0(υ,τ)=128tanh(2υ),φ0(υ,τ)=1616tanh2(2υ),
    ψ1(υ,τ)=8sech2(2υ)(1ϱ+ϱτϱΓ(ϱ+1)),φ1(υ,τ)=32sech2(2υ)tanh(2υ)(1ϱ+ϱτϱΓ(ϱ+1)), (5.14)
    ψ2(υ,τ)=16sech2(2υ)(4sech2(2υ)8tanh2(2υ)+3tanh(2υ))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2],φ2(υ,τ)=32sech2(2υ){40sech2(2υ)tanh(2υ)+96tanh(2υ)2tanh2(2υ)32tanh3(2υ)25sech2(2υ)}[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]. (5.15)

    Thus, for ψl with (l3) the remaining component are simply calculated. So, the series form solution is given as

    ψ(υ,τ)=l=0ψl(υ,τ)=ψ0(υ,τ)+ψ1(υ,τ)+ψ2(υ,τ)+,ψ(υ,τ)=128tanh(2υ)8sech2(2υ)(1ϱ+ϱτϱΓ(ϱ+1))16sech2(2υ)(4sech2(2υ)8tanh2(2υ)+3tanh(2υ))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]+.φ(υ,τ)=l=0φl(υ,τ)=φ0(υ,τ)+φ1(υ,τ)+φ2(υ,τ)+,φ(υ,τ)=1616tanh2(2υ)32sech2(2υ)tanh(2υ)(1ϱ+ϱτϱΓ(ϱ+1))32sech2(2υ){40sech2(2υ)tanh(2υ)+96tanh(2υ)2tanh2(2υ)32tanh3(2υ)25sech2(2υ)}[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]+. (5.16)

    The exact result is

    ψ(υ,τ)=128tanh{2(υτ2)},φ(υ,τ)=1616tanh2{2(υτ2)}. (5.17)

    Example 2. Consider the fractional-order system of Whitham-Broer-Kaup equations is given as

    Dϱτψ(υ,τ)+ψ(υ,τ)ψ(υ,τ)υ+12ψ(υ,τ)υ+φ(υ,τ)υ=0,Dϱτφ(υ,τ)+ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ122φ(υ,τ)υ2=0,0<ϱ1,1<τ1,10υ10, (5.18)

    with the initial condition

    ψ(υ,0)=λκcoth[κ(υ+θ)],φ(υ,0)=κ2csch2[κ(υ+θ)]. (5.19)

    On employing natural transform, we have

    N[Dϱτψ(υ,τ)]=N[ψ(υ,τ)ψ(υ,τ)υ+12ψ(υ,τ)υ+φ(υ,τ)υ],N[Dϱτφ(υ,τ)]=N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ122φ(υ,τ)υ2]. (5.20)

    Thus, we have

    1κϱN[ψ(υ,τ)]κ2ϱψ(υ,0)=N[ψ(υ,τ)ψ(υ,τ)υ+12ψ(υ,τ)υ+φ(υ,τ)υ],1κϱN[φ(υ,τ)]κ2ϱψ(υ,0)=N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ122φ(υ,τ)υ2]. (5.21)

    On simplification we have

    N[ψ(υ,τ)]=κ2[λκcoth[κ(υ+θ)]]ϱ(κϱ(κϱ))κ2N[ψ(υ,τ)ψ(υ,τ)υ+12ψ(υ,τ)υ+φ(υ,τ)υ],N[φ(υ,τ)]=κ2[κ2csch2[κ(υ+θ)]]ϱ(κϱ(κϱ))κ2N[ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ122φ(υ,τ)υ2]. (5.22)

    Using the inverse natural transform, we have

    ψ(υ,τ)=[λκcoth[κ(υ+θ)]]N1[ϱ(κϱ(κϱ))κ2N{ψ(υ,τ)ψ(υ,τ)υ+12ψ(υ,τ)υ+φ(υ,τ)υ}],φ(υ,τ)=[κ2csch2[κ(υ+θ)]]N1[ϱ(κϱ(κϱ))κ2N{ψ(υ,τ)φ(υ,τ)υ+φ(υ,τ)ψ(υ,τ)υ122φ(υ,τ)υ2}]. (5.23)

    The series form solution for the unknown term ψ(υ,τ) and φ(υ,τ) is given as

    ψ(υ,τ)=l=0ψl(υ,τ)andφ(υ,τ)=l=0ψl(υ,τ). (5.24)

    The non-linear functions by Adomian polynomials is given as ψψυ=m=0Am, ψφυ=m=0Bm and φψυ=m=0Cm, thus by mean of these functions Eq (5.23) can be calculated as

    l=0ψl+1(υ,τ)=λκcoth[κ(υ+θ)]N1[ϱ(κϱ(κϱ))κ2N{l=0Al+12ψ(υ,τ)υ+φ(υ,τ)υ}],l=0φl+1(υ,τ)=κ2csch2[κ(υ+θ)]N1[ϱ(κϱ(κϱ))κ2N{l=0Bl+l=0Cl122φ(υ,τ)υ2}]. (5.25)

    Both sides comparisons of Eq (5.25), we achieve

    ψ0(υ,τ)=λκcoth[κ(υ+θ)],φ0(υ,τ)=κ2csch2[κ(υ+θ)],
    ψ1(υ,τ)=λκ2csch2[κ(υ+θ)](ϱ(τ1)+1),φ1(υ,τ)=λκ2csch2[κ(υ+θ)]coth[κ(υ+θ)](ϱ(τ1)+1), (5.26)
    ψ2(υ,τ)=λκ4csch2[κ(υ+θ)]{2λκ{(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}(3coth2([κ(υ+θ)]1))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)},φ2(υ,τ)=[2λκ5csch2[κ(υ+θ)]][λκcsch2(3coth2([κ(υ+θ)]1)){(1ϱ)23ϱτ++(1ϱ)33ϱ2(1ϱ)τ22+ϱ3τ33!}+2λκcsch2coth2([κ(υ+θ)])τ3ϱΓ(ϱ+1)Γ(3ϱ+1)2λcoth(3csch2([κ(υ+θ)]1))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)]. (5.27)

    Thus, for ψl and φl with (l3) the remaining terms are simply calculate. So, the series form solution is as

    ψ(υ,τ)=l=0ψl(υ,τ)=ψ0(υ,τ)+ψ1(υ,τ)+ψ2(υ,τ)+,ψ(υ,τ)=λκcoth[κ(υ+θ)]λκ2csch2[κ(υ+θ)](ϱ(τ1)+1)+λκ4csch2[κ(υ+θ)]{2λκ{(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}(3coth2([κ(υ+θ)]1))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)}+.φ(υ,τ)=l=0φl(υ,τ)=φ0(υ,τ)+φ1(υ,τ)+φ2(υ,τ)+,φ(υ,τ)=κ2csch2[κ(υ+θ)]λκ2csch2[κ(υ+θ)]coth[κ(υ+θ)](ϱ(τ1)+1)+[2λκ5csch2[κ(υ+θ)]][λκcsch2(3coth2([κ(υ+θ)]1)){(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}+2λκcsch2coth2([κ(υ+θ)])τ3ϱΓ(ϱ+1)Γ(3ϱ+1)2λcoth(3csch2([κ(υ+θ)]1))((1ϱ)2+2ϱ(1ϱ)τ+ϱ2τ22)]+. (5.28)

    The series form solution for the unknown term ψ(υ,τ) and φ(υ,τ) is given as

    ψ(υ,τ)=l=0ψl(υ,τ),φ(υ,τ)=l=0ψl(υ,τ). (5.29)

    The non-linear function by mean of Adomian polynomials are define as ψψυ=l=0Al and ψ2ψυ=l=0Bl, thus by mean of these function Eq (5.23) can be calculated as

    l=0ψl+1(υ,τ)=λκcoth[κ(υ+θ)]+N1[ϱ(κϱ+ϱ(ϱκϱ))κ2ϱN{l=0Al+12ψ(υ,τ)υ+φ(υ,τ)υ}],l=0φl+1(υ,τ)=κ2csch2[κ(υ+θ)]+N1[ϱ(κϱ+ϱ(ϱκϱ))κ2ϱN{l=0Bl+l=0Cl122φ(υ,τ)υ2}]. (5.30)

    Both side comparison of Eq (5.30), we achieve

    ψ0(υ,τ)=λκcoth[κ(υ+θ)],φ0(υ,τ)=κ2csch2[κ(υ+θ)],
    ψ1(υ,τ)=λκ2csch2[κ(υ+θ)](1ϱ+ϱτϱΓ(ϱ+1)),φ1(υ,τ)=λκ2csch2[κ(υ+θ)]coth[κ(υ+θ)](1ϱ+ϱτϱΓ(ϱ+1)), (5.31)
    ψ2(υ,τ)=λκ4csch2[κ(υ+θ)]{2λκ{(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}(3coth2([κ(υ+θ)]1))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]},φ2(υ,τ)=[2λκ5csch2[κ(υ+θ)]][λκcsch2(3coth2([κ(υ+θ)]1)){(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}+2λκcsch2coth2([κ(υ+θ)])τ3ϱΓ(ϱ+1)Γ(3ϱ+1)2λcoth(3csch2([κ(υ+θ)]1))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]]. (5.32)

    Thus, for ψl and φl with (l3), the remaining terms are simply calculated. So, the series form solution is as

    ψ(υ,τ)=l=0ψl(υ,τ)=ψ0(υ,τ)+ψ1(υ,τ)+ψ2(υ,τ)+,ψ(υ,τ)=λκcoth[κ(υ+θ)]λκ2csch2[κ(υ+θ)](1ϱ+ϱτϱΓ(ϱ+1))+λκ4csch2[κ(υ+θ)]{2λκ{(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}(3coth2([κ(υ+θ)]1))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]}+.φ(υ,τ)=l=0φl(υ,τ)=φ0(υ,τ)+φ1(υ,τ)+φ2(υ,τ)+,φ(υ,τ)=κ2csch2[κ(υ+θ)]λκ2csch2[κ(υ+θ)]coth[κ(υ+θ)](1ϱ+ϱτϱΓ(ϱ+1))+[2λκ5csch2[κ(υ+θ)]][λκcsch2(3coth2([κ(υ+θ)]1)){(1ϱ)23ϱτ+(1ϱ)3+3ϱ2(1ϱ)τ22+ϱ3τ33!}+2λκcsch2coth2([κ(υ+θ)])τ3ϱΓ(ϱ+1)Γ(3ϱ+1)2λcoth(3csch2([κ(υ+θ)]1))[ϱ2τ2ϱΓ(2ϱ+1)+2ϱ(1ϱ)τϱΓ(ϱ+1)+(1ϱ)2]]+. (5.33)

    We achieve the series type result at integer-order ϱ=1,κ=0.1, λ=0.005, θ=10, as

    ψ(υ,τ)=0.0050.1coth(0.1υ+10)0.0005csch2(0.1υ+10)τ+5×107csch2(0.1υ+10)0.003τ30.5(3coth2(0.1υ+10)1.))τ2,φ(υ,τ)=0.01csch2(0.1υ+10)0.000010csch2(0.1υ+10)×coth(0.1υ+10)τ+1.0×107csch2(0.1υ+10)×[8.3×105τ3csch2(0.1υ+10)(3coth(0.1υ+10)1)τ2coth(0.1υ+10)(3csch2(0.1υ+10)1)+1.6×104τ3cosech2(0.1υ+10)coth(0.1υ+10)].

    The exact result of Eq (5.18) at ϱ=1, and taking κ=0.1, λ=0.005, θ=10,

    ψ(υ,τ)==λκcoth[κ(υ+θλτ)],φ(υ,τ)=κ2csch2[κ(υ+θλτ)]. (5.34)

    In this study, we investigated the numerical solution of coupled fractional Whitham-Broer-Kaup equation systems using two novel approaches. For any order and different values of the space and time variables, numerical data for the coupled fractional Whitham-Broer-Kaup equations can be found using Maple. We create numerical simulations for system 1 at various υ and τ values in Tables 1 and 2. The Adomian decomposition approach, variational iteration method, optimal homotopy asymptotic method, and natural decomposition method are numerically compared in Tables 3 and 4 in terms of absolute error. Tables 5 and 6 display the results of calculations performed for the coupled system taken into account in Problem 2. We can conclude that the Natural decomposition approach yields more accurate results based on the data in the tables above. For ψ(υ,τ) of Problem 1, Figure 1 shows the behavior of the exact and Natural decomposition approach result, while Figure 2 shows the behavior of the analytical result at various fractional-orders of ϱ. Figure 3 shows the solution to the equation ψ(υ,τ) in various fractional orders, whereas Figure 4 shows the absolute error. The behavior of the exact and analytical solutions for φ(υ,τ) is shown in Figure 5, while the behavior of the analytical result at various fractional orders of ϱ is shown in Figures 6 and 7. The behavior of the exact and analytical solution for ψ(υ,τ) is depicted in Figure 8, while the absolute error for Problem 2 is shown in Figure 9. Similarly, the behavior of the exact and analytical solution for φ(υ,τ) is depicted in Figure 10, while the absolute error is shown in Figure 11 for Problem 2.

    Table 1.  The suggested techniques result for ψ(υ,τ) at various fractional-orders of Example 1.
    (υ,τ) ψ(υ,τ) at ϱ= 0.6 ψ(υ,τ) at ϱ= 0.8 (NTDMABC) at ϱ= 1 (NTDMCF) at ϱ= 1 Exact solution
    (0.2, 0.01) 3.538802 3.538856 3.538907 3.538907 3.538907
    (0.4, 0.02) 5.811722 5.811755 5.811846 5.811846 5.811846
    (0.6, 0.03) 7.168821 7.168876 7.168992 7.168992 7.168992
    (0.2, 0.01) 3.525702 3.525764 3.525891 3.525891 3.525891
    (0.4, 0.02) 5.803176 5.803245 5.803337 5.803337 5.803337
    (0.6, 0.03) 7.164207 7.164278 7.164348 7.164348 7.164348
    (0.2, 0.01) 3.537413 3.537498 3.537537 3.537537 3.537537
    (0.4, 0.02) 5.810812 5.810856 5.810952 5.810952 5.810952
    (0.6, 0.03) 7.168423 7.168479 7.168504 7.168504 7.168504
    (0.2, 0.01) 3.536701 3.536746 3.536853 3.536853 3.536853
    (0.4, 0.02) 5.810411 5.810466 5.810504 5.810504 5.810504
    (0.6, 0.03) 7.168112 7.168160 7.168260 7.168260 7.168260
    (0.2, 0.01) 3.536076 3.536134 3.536168 3.536168 3.536168
    (0.4, 0.02) 5.810002 5.810010 5.810057 5.810057 5.810057
    (0.6, 0.03) 7.168000 7.168002 7.168016 7.168016 7.168016

     | Show Table
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    Table 2.  The suggested techniques solution for φ(υ,τ) at various fractional-orders of Example 1.
    (υ,τ) φ(υ,τ) at ϱ=0.6 φ(υ,τ) at ϱ=0.8 (NTDMABC) at ϱ= 1 (NTDMCF) at ϱ= 1 Exact solution
    (0.2, 0.01) 13.691122 13.691178 13.691260 13.691260 13.691260
    (0.4, 0.02) 8.946002 8.946023 8.946070 8.946070 8.946070
    (0.6, 0.03) 4.881079 4.881103 4.881133 4.881133 4.881133
    (0.2, 0.01) 13.710837 13.710898 13.710995 13.710995 13.710995
    (0.4, 0.02) 8.968516 8.968579 8.968653 8.968653 8.968653
    (0.6, 0.03) 4.896526 4.896588 4.896615 4.896615 4.896615
    (0.2, 0.01) 13.693268 13.693302 13.693340 13.693340 13.693340
    (0.4, 0.02) 8.948378 8.948412 8.948446 8.948446 8.948446
    (0.6, 0.03) 4.882679 4.882705 4.882761 4.882761 4.882761
    (0.2, 0.01) 13.694302 13.694323 13.694380 13.694380 13.694380
    (0.4, 0.02) 8.949587 8.949612 8.949634 8.949634 8.949634
    (0.6, 0.03) 4.883501 4.883525 4.883575 4.883575 4.883575
    (0.2, 0.01) 13.695389 13.695402 13.695420 13.695420 13.695420
    (0.4, 0.02) 8.950736 8.950778 8.950823 8.950823 8.950823
    (0.6, 0.03) 4.884288 4.884326 4.884389 4.884389 4.884389

     | Show Table
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    Table 3.  Absolute Error (AE) comparison for ψ(υ,τ) at ϱ=1 obtained by different techniques.
    (υ,τ) AE Of ADM [50] AE Of VIM [51] AE Of OHAM [52] AE of (NTDMABC) AE of (NTDMCF)
    (0.1, 0.2) 1.05983×105 1.34144×106 1.18169×107 1.45621×1010 1.45621×1010
    (0.1, 0.4) 9.75585×106 3.78688×106 3.15656×107 2.95673×1009 2.95673×1009
    (0.1, 0.6) 8.77423×106 6.27984×106 4.92412×107 1.10432×108 1.10432×108
    (0.2, 0.2) 4.37319×105 1.38978×106 1.12395×107 1.44301×1010 1.44301×1010
    (0.2, 0.4) 3.82189×105 3.51189×106 2.86457×106 2.35213×1009 2.35213×1009
    (0.2, 0.6) 3.51272×105 6.10117×105 4.51245×106 1.02145×1008 1.02145×1008
    (0.3, 0.2) 9.62833×105 1.25698×105 1.13664×106 2.27511×1010 2.27511×1010
    (0.3, 0.4) 8.84418×105 3.61977×105 2.62353×106 2.02314×1009 2.02314×1009
    (0.3, 0.6) 8.33563×105 5.96721×105 4.46642×106 1.03541×1008 1.03541×1008
    (0.4, 0.2) 1.86687×104 1.24938×105 9.24537×105 1.32601×1010 1.32601×1010
    (0.4, 0.4) 1.72542×104 3.52859×105 2.63564×105 1.11427×1009 1.11427×1009
    (0.4, 0.6) 1.58687×104 5.81821×105 4.65446×105 1.87965×1008 1.87965×1008
    (0.5, 0.2) 2.88628×104 1.21847×105 9.72736×105 1.78145×1010 1.78145×1010
    (0.5, 0.4) 2.47825×104 3.44373×105 2.33457×105 1.43901×1009 1.43901×1009
    (0.5, 0.6) 2.47295×104 5.47346×105 4.38895×105 1.43421×1008 1.43421×1008

     | Show Table
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    Table 4.  Absolute Error (AE) comparison for φ(υ,τ) at ϱ=1 obtained by different techniques.
    (υ,τ) AE Of ADM [50] AE Of VIM [51] AE Of OHAM [52] AE of (NTDMABC) AE of (NTDMCF)
    (0.1, 0.2) 6.52318×104 1.23581×105 5.72451×106 1.73281×1010 1.73281×1010
    (0.1, 0.4) 5.87694×104 3.53456×105 3.24632×106 2.00931×1009 2.00931×1009
    (0.1, 0.6) 5.72618×104 5.63261×105 3.38923×106 1.08631×1008 1.08631×1008
    (0.2, 0.2) 1.44292×103 1.18127×105 5.45771×106 1.11621×1010 1.11621×1010
    (0.2, 0.4) 1.33452×103 3.34512×105 2.86341×105 2.07941×1009 2.07941×1009
    (0.2, 0.6) 1.25527×103 5.47838×105 2.82545×105 1.03361×1008 1.03361×1008
    (0.3, 0.2) 2.14563×103 1.14848×105 5.36746×105 1.16031×1010 1.16031×1010
    (0.3, 0.4) 1.84963×103 3.22828×105 2.74231×105 2.006841×1009 2.006841×1009
    (0.3, 0.6) 1.72318×103 5.32558×104 2.66463×105 2.86931×1008 2.86931×1008
    (0.4, 0.2) 2.98211×103 1.11468×104 5.23838×105 4.09741×1010 4.09741×1010
    (0.4, 0.4) 2.59845×103 3.13456×104 2.72338×103 3.16439×1009 3.16439×1009
    (0.4, 0.6) 2.61896×103 5.15382×103 2.54328×103 1.00693×1009 1.00693×1009
    (0.5, 0.2) 3.84384×103 9.86396×103 4.83832×103 1.00631×1010 1.00631×1010
    (0.5, 0.4) 3.58728×103 2.84228×103 2.84563×103 2.12692×1009 2.12692×1009
    (0.5, 0.6) 3.35348×103 4.72446×103 2.52741×103 1.00471×1009 1.00471×1009

     | Show Table
    DownLoad: CSV
    Table 5.  The suggested techniques result for ψ(υ,τ) at various fractional-orders of Example 2.
    (υ,τ) ψ(υ,τ) at ϱ=0.5 ψ(υ,τ) at ϱ=0.75 (NTDMABC) at ϱ= 1 (NTDMCF) at ϱ= 1 Exact result
    (0.2, 0.01) -0.124902 -0.124896 -0.124892 -0.124892 -0.124892
    (0.4, 0.01) -0.123585 -0.123568 -0.123553 -0.123553 -0.123553
    (0.6, 0.01) -0.122297 -0.122292 -0.122280 -0.122280 -0.122280
    (0.2, 0.02) -0.124908 -0.124898 -0.124892 -0.124892 -0.124892
    (0.4, 0.02) -0.123597 -0.123578 -0.123553 -0.123553 -0.123553
    (0.6, 0.02) -0.122299 -0.122293 -0.122280 -0.122280 -0.122280
    (0.2, 0.03) -0.124909 -0.124899 -0.124892 -0.124892 -0.124892
    (0.4, 0.03) -0.123586 -0.123568 -0.123553 -0.123553 -0.123553
    (0.6, 0.03) -0.122299 -0.122289 -0.122280 -0.122280 -0.122280
    (0.2, 0.04) -0.124908 -0.124896 -0.124892 -0.124892 -0.124892
    (0.4, 0.04) -0.123589 -0.123576 -0.123553 -0.123553 -0.123553
    (0.6, 0.04) -0.122296 -0.122288 -0.122280 -0.122280 -0.122280
    (0.2, 0.05) -0.124905 -0.124897 -0.124892 -0.124892 -0.124892
    (0.4, 0.05) -0.123578 -0.123564 -0.123553 -0.123553 -0.123553
    (0.6, 0.05) -0.122298 -0.122290 -0.122280 -0.122280 -0.122280

     | Show Table
    DownLoad: CSV
    Table 6.  The suggested techniques result for φ(υ,τ) at various fractional-orders of Example 2.
    (υ,τ) φ(υ,τ) at ϱ=0.5 φ(υ,τ) at ϱ=0.75 (NTDMABC) at ϱ= 1 (NTDMCF) at ϱ= 1 Exact result
    (0.2, 0.01) -0.006894 -0.006886 -0.006872 -0.006872 -0.006872
    (0.4, 0.01) -0.006546 -0.006537 -0.006525 -0.006525 -0.006525
    (0.6, 0.01) -0.006219 -0.006213 -0.006200 -0.006200 -0.006200
    (0.2, 0.02) -0.006894 -0.006885 -0.006872 -0.006872 -0.006872
    (0.4, 0.02) -0.006542 -0.006534 -0.006525 -0.006525 -0.006525
    (0.6, 0.02) -0.006219 -0.006213 -0.006200 -0.006200 -0.006200
    (0.2, 0.03) -0.006889 -0.006882 -0.006872 -0.006872 -0.006872
    (0.4, 0.03) -0.006543 -0.006536 -0.006525 -0.006525 -0.006525
    (0.6, 0.03) -0.006216 -0.006208 -0.006200 -0.006200 -0.006200
    (0.2, 0.04) -0.006889 -0.006881 -0.006872 -0.006872 -0.006872
    (0.4, 0.04) -0.006541 -0.006532 -0.006525 -0.006525 -0.006525
    (0.6, 0.04) -0.006218 -0.006207 -0.006200 -0.006200 -0.006200
    (0.2, 0.05) -0.006889 -0.006883 -0.006872 -0.006872 -0.006872
    (0.4, 0.05) -0.006546 -0.006538 -0.006525 -0.006525 -0.006525
    (0.6, 0.05) -0.006223 -0.006213 -0.006200 -0.006200 -0.006200

     | Show Table
    DownLoad: CSV
    Figure 1.  The actual and analytic solutions for ψ(υ,τ) at ϱ=1 of Example 1.
    Figure 2.  The analytic result for ψ(υ,τ) at ϱ=0.8,0.6 of Example 1.
    Figure 3.  The analytic solution graph at different value of ϱ for ψ(υ,τ) of Example 1.
    Figure 4.  The absolute error for ψ(υ,τ) of Example 1.
    Figure 5.  The actual and analytic result for φ(υ,τ) at ϱ=1 of Example 1.
    Figure 6.  The analytic result graph for φ(υ,τ) at ϱ=0.8,0.6 of Example 1.
    Figure 7.  The analytic result graph at different value of ϱ for φ(υ,τ) of Example 1.
    Figure 8.  The exact and analytic solutions graph for ψ(υ,τ) at ϱ=1 of Example 2.
    Figure 9.  The absolute error for ψ(υ,τ) of Example 2.
    Figure 10.  The exact and analytic solutions for φ(υ,τ) at ϱ=1 of Example 2.
    Figure 11.  The absolute error for φ(υ,τ) of Example 2.

    The Atangana-Baleanu and Caputo-Fabrizio operators are used in this work to attempt a semi-analytic solution of fractional Whitham-Broer-Kaup equations. To show and confirm the efficiency of the recommended technique, two examples are solved. The numerical results show that the proposed method for solving time-fractional Whitham-Broer-Kaup equations is quite effective and accurate. According to numerical data, the method is very effective and reliable for getting close solutions for nonlinear fractional partial differential equations. Compared to other analytical methods, the proposed method is a quick and easy way to look into the numerical solution of nonlinear coupled systems of fractional partial differential equations. The proposed method gives solutions in the form of a series that is more accurate and take less time to figure out. The calculated results have been displayed graphically and in tables. For both considerably coupled systems, computations were done to determine the absolute error. Several computational solutions are contrasted with well-known analytical methods and the precise results at ϱ=1. Fewer calculations and more precision are two advantages of the present approaches. Lastly, we can say that the proposed approaches are very effective and useful and that they can be used to study any nonlinear problems that come up in complex phenomena.

    The authors declare that they have no competing interests.



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