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Research Article

Kink, periodic and solitary solutions for coupled Benjamin–Bona–Mahony–KdV system

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Article: 2271236 | Received 08 Dec 2022, Accepted 11 Oct 2023, Published online: 26 Oct 2023

Abstract

In this paper, exp(ϕ(τ))-expansion method, modified extended tanh-function method and Kudryashov method are used to investigate the exact solutions of the coupled Benjamin–Bona–Mahony–KdV (BBM-KdV) system. By the travelling wave transformation, the coupled BBM-KdV system is reduced to ordinary differential equations. Solving the nonlinear ordinary differential equations, kink, periodic and solitary solutions of the system are obtained. To further understand the natures of the solutions more intuitively, the dynamical behaviours of the solutions are given. The physical structures of the solutions are analysed in combination with 2D and 3D plots. These results enrich the available types of travelling wave solutions for the BBM-KdV model and are also useful for wave studies in complex engineering regions near the coast. It also proves the correctness and validity of our method.

1. Introduction

In fluid mechanics, the Euler equations are a set of equations that control the motion of a viscosity-free fluid, which controls the surface waves of an ideal fluid under gravity. However, in practical researches and applications, most hydrodynamic equations, including the full Euler equation, are more complex than those needed for existing modelling, which limits the development of hydrodynamics to some extent. Many approximate models of Euler equations exist in literature, and one of the renowned system is Boussinesq system [Citation1,Citation2] given as (1) wt+ηx+(ηw)x+AηxxxBwxxt=0,ηt+wx+ηηx+CwxxxDηxxt=0,(1) in which w and η are unknown functions about x and t. In a channel of nearly constant depth χ there are small amplitude, long wavelength waves through uniformly, the conditions are expressed as (2) μ=εχ1,ν=χ2l21,R=μν=εl2χ31,(2) in which ε is the wave amplitude and l is the wavelength. Equation (Equation1) are first-order approximations (in µ and ν of (Equation2)) to the Euler equations. The system (Equation1) describes the two-way propagation of long gravity waves over the water surface of the channel, and it can also simulate the propagation of long peaked waves in the marine environment. The A, B, C, D in the system (Equation1) are defined by the parameters ℏ, κ and θ (0<θ<1) as follows (3) A=12(θ213),B=12(θ213)(1),C=12(1θ2)κ,D=12(1θ2)(1κ).(3) When ℏ, κ, θ take different values, many models with physical meaning can be obtained. For example, when =0, κ=0, θ2=23, the coupled Benjamin–Bona–Mahony (BBM) system is derived, in [Citation3–5], the numerical and travelling wave solutions of this system are studied, and Wu et al. considered numerical solutions of this system in 1D and 2D utilizing the Galerkin finite element method [Citation6]. The Bona-Smith (BS) system is obtained when =0, κ<0, θ2=(43κ)2κ, Dougalis and Mitsotakis investigated and analysed the solutions of the BS system [Citation7,Citation8]; When =0, κ=1, θ2=23, the system (Equation1) can be simplified to the coupled BBM-KdV system (4) wt+ηx+()x16wxxt=0,ηt+wx+ηηx+16wxxx=0,(4) which is an essential model for the unidirectional propagation of long waves in weakly nonlinear dispersive media. The model is valuable for the design of harbour piers, breakwaters and other buildings, as well as the calculation of the evolution of the near-shore seabe and other offshore projects.

It is worth noticing that nonlinear partial differential equations (NLPDEs) [Citation9–11], including Equation (Equation4), are important in the fields of hydrodynamics, oceanography and physics, so solving the exact solutions of NLPDEs is particularly important. At present, many methods for solving the NLPDEs were established, such as: Lie symmetry analysis method [Citation12], dynamical system method [Citation13–15],ansatz function method [Citation16–19], Reiman-Hilbert method [Citation20], extended trial equation method [Citation21–23], bilinear method [Citation24–26], exponential rational function method [Citation27], variational method [Citation28,Citation29] and so on [Citation30–36]. Constructing exact solutions of equations from a quantitative point of view has been a hot research topic, in recent years a number of new construction methods have been presented, for example, Sardar subequation method [Citation37], Wang's direct mapping method [Citation38,Citation39]. However, these methods are not all-powerful. There is no one method that can solve all NLPDEs. And some methods are tedious in dealing with NLPDEs. So we need to seek suitable and easy to compute methods to solve the system (Equation4).

The exp(ϕ(τ)) – expansion method [Citation40–42], the modified extended tanh-function method [Citation43] and Kudryashov method [Citation44] are used by a wide range of scholars to study the exact solutions of NLPDEs. Among them, the Kudryashov method can directly build a category of soliton solutions of NLODEs. Bashar applied the exp(ϕ(τ)) – expansion method to fractional modified Kawahara equation [Citation45]. Alam used the modified extended tanh-function method to study the travelling wave solution of the fractional CBS equation [Citation46]. Hubert investigated soliton solutions in nonlinear transport employing the Kudryashov method [Citation47]. These studies show that the above three methods are very effective for solving NLPDEs. Currently, there are no relevant works on applying these methods mentioned above to solve the travelling wave solution of Equation (Equation4), yet these methods are straightforward and easy to handle. As such, in this paper, the three methods mentioned above are used to study the exact travelling wave solution of the system (Equation4).

The structure of this paper is as follows: In Section 2, describes the exp(ϕ(τ)) - expansion method, the modified extended tanh-function method and Kudryashov method in detail. In Section 3, the three methods mentioned above are applied to Equation (Equation4), and the kink solutions, solitary solutions and periodic blast solutions of Equation (Equation4) are obtained, while plots of dynamical behaviours of the corresponding solutions are drawn. In Section 4, the physical structures of the acquired solutions are discussed in detail, as well as the results of this paper are contrasted with the available results.

2. Description of three methods

In this part, we present the descriptions of exp(ϕ(τ)) – expansion method, the modified extended tanh-function method and Kudryashov method step wise.

Considering the following NLPDEs (5) G(w,wx,wt,wxx,wtt,)=0,(5) introducing the travelling wave transform (6) w(x,t)=w(τ),τ=xct,(6) in which c>0 is an arbitrary constant. Substituting (Equation6) into Equation (Equation5) yields an ordinary differential equation (ODEs) (7) F(w,w,w,)=0,(7) where w=d.

2.1. exp(ϕ(τ)) – expansion method

Assuming that Equation (Equation7) has solutions of the following exp(ϕ(τ)) form (8) w(ξ)=aj(exp(ϕ(τ)))j+aj1(exp(ϕ(τ)))j1+,aj0,(8) where ϕ(τ)=(τ) satisfies (9) ϕ(τ)=exp(ϕ(τ))+κexp(ϕ(τ))+.(9) The solutions for Equation (Equation9) have the following five cases

  1. When 24κ>0, κ0, ϕ(τ)=ln(24κtanh(24κ2(τ+c1))2κ);

  2. When 24κ>0, κ=0, ϕ(τ)=ln(exp((τ+c1))1);

  3. When 24κ=0, 0, κ0, ϕ(τ)=ln(2((τ+c1)+2)2(τ+c1));

  4. When 24κ=0, =0, κ=0, ϕ(τ)=ln(τ+c1);

  5. When 24κ<0, ϕ(τ)=ln(4κ2tan(4κ22(τ+c1))2κ), in which c1 is an arbitrary constant and aj, ···  ℏ, κ are the constants to be determined.

Then, substituting (Equation8) into Equation (Equation7), according to (Equation9), collecting the coefficients of exp((τ)) and letting each the coefficients be zero, so as to find aj, ··· , ℏ, κ.

Finally, by substituting the resulting solution ϕ(τ) into (Equation8), the travelling wave solutions of Equation (Equation7) are got.

2.2. Modified extended tanh-function method

Assuming Equation (Equation7) has solutions of the following form for σ : (10) w(τ)=i=0n(aiσi+biσi),(10) in which ai, bi are constants to be determined later and n is the balancing number. In Equation (Equation10), σ satisfies the Riccati function (11) σ=δ+σ2,(11) in which δ is a constant and the solutions of Equation (Equation11) has the following three cases

  1. When δ<0, then σ=δtanh(δτ), or σ=δcoth(δτ);

  2. When δ>0, then σ=δtan(δτ), or σ=δcot(δτ);

  3. When δ=0, then σ=1τ.

Substituting Equations (Equation10) and (Equation11) into Equation (Equation7), the polynomial in σi (i=0,±1,±2,) are obtained. Let all the coefficients equal to zero, we acquire a set of over determined nonlinear algebraic equations. By solving these equations, the travelling wave solutions of Equation (Equation5) are found out.

2.3. Kudryashov method

The exact solutions of Equation (Equation7) are found by means of following form (12) w(τ)=i=0nai[S(τ)]i,(12) in which ai are the uncertain constants to be investigated subsequently, while S(τ) takes the following functional form (13) S(τ)=11+eτ,(13) and S(τ) satisfies (14) dS(τ)=S2(τ)S(τ).(14) Then, considering the necessary derivatives of w(τ), the necessary derivatives, (Equation12) and (Equation13) are substituted into Equation (Equation7). By collecting polynomials of the same Si(τ) and making them zero, a set of equations is obtained. Solving this set of equations with the help of maple software yields ai.

3. Application of the methods to the BBM-KdV system

In this section, the exp(ϕ(τ))-expansion method, the modified extended tanh-function method and Kudryashov method are applied to the BBM-KdV system to get the kink, periodic, solitary solutions of system (Equation4) and the dynamical behaviours of these solutions are plotted.

Considering the BBM-KdV syetem (Equation4), by the wave transformation τ=xct, system (Equation4) reduces to the following system (15) cw+η+()+c6w=0,cη+w+ηη+16w=0.(15)

3.1. Application of exp(ϕ(τ)) – expansion method to Equation (4)

To solve the Equation (Equation15), integrating Equation (Equation15) yields (16) η=2c(w+1).(16) Substituting (Equation16) into system (Equation15) yields (17) (4cc)w+4cww+c6w=0.(17) Balancing w and ww in Equation (Equation17), we get n + 1 + n = n + 3 ⇒ n = 2. Therefore, according to (Equation8), we obtain (18) w(τ)=a0+a1exp(ϕ(τ))+a2exp(ϕ(τ))2.(18) Then, substituting (Equation18) into Equation (Equation17). The coefficients of exp(ϕ(τ)) are collected and made to be zero, we acquire the following equations (19) 1c(4a2c2+8a22)=0,1c(9a2c2+a1c2+8a22+12a1a2)=0,16c(40a2c2κ+38a2c22+48a22κ+12a1c2+72a1a212a2c2+48a0a2+24a12+48a2)=0,16c(52a2c2ℏκ+8a1c2κ+72a1a2κ+8a2c23+7a1c2212a2c2+48a0a2+24a126a1c2+24a0a1+48a2+24a1)=0,83a2cκ216c(14a2c22κ+8a1c2ℏκ12a2c2κ+48a0a2κ+24a12κ+48a2κ+a1c236a1c2+24a0a1+24a1)=0,16c(6a2c2β2+2a1c2κ2+a1c22κ6a1c2κ+24a0a1κ+24a1κ)=0.(19) Solving for Equation (Equation19), we have (20) a0=124c2κ213c2κ+14c21,a1=12c2,a2=12c2,=,κ=κ.(20) Consequently, the solutions of the following cases are obtained

CaseI. If 24κ>0, κ0, (21) w(τ)=124c2213c2κ+14c21(c2ℏκ24κtanh(24κ2(τ+c1)))12(c62κ2(24κtanh(24κ2(τ+c1)))2),(21) (22) η(τ)=112c223cκ+12c(2cℏκ24κtanh(24κ2(τ+c1)))(c52κ2(24κtanh(24κ2(τ+c1)))2).(22)

CaseII. If 24κ>0, κ=0, (23) w(τ)=124c2213c2κ+14c21a12(exp((τ+c1))1)c648(exp((τ+c1))1)2,(23) (24) η(τ)=112c223cκ+12ca1c(exp((τ+c1))1)c544(exp((τ+c1))1)2.(24)

CaseIII. If 24κ=0, 0, κ0, (25) w(τ)=124c2213c2κ+14c21c23(τ+c1)2(τ+c1)+4c66(τ+c1)28(2(τ+c1)+4)2,(25) (26) η(τ)=112c223cκ+12cc3(τ+c1)(τ+c1)+2c56(τ+c1)24(2(τ+c1)+4)2.(26) CaseIV. If 24κ=0, =0, κ=0, (27) w(τ)=124c2213c2κ+14c21c22(τ+c1)c22(τ+c1)2,(27) (28) η(τ)=112c223cκ+12cc(τ+c1)c(τ+c1)2.(28) CaseV. If 24κ<0, (29) w(τ)=124c2213c2κ+14c21c2ℏκ2+4κtan(2+4κ2(τ+c1))c2ℏκ2(2+4κtan(2+4κ2(τ+c1)))2,(29) (30) η(τ)=112c223cκ+12ccℏκ22+4κtan(2+4κ2(τ+c1))2cℏκ(2+4κtan(2+4κ2(τ+c1)))2.(30)

3.2. Application of modified extended tanh-function method to system (4)

According to (Equation10) and Equation (Equation17), system (Equation4) is assumed to have solutions of the following form (31) w(τ)=i=0n(aiσi+biσi),(31) in which n are the balancing number which can be determined by balancing the highest order derivatives terms with the highest power. According to section 3.1 shows that n = 2. Thus the solutions of the following form are obtained (32) w(τ)=a0+a1σ+a2σ2+b1σ1+b2σ2.(32) Substituting (Equation32) into Equation (Equation17) and collecting the coefficients of σi, we acquire a system of algebraic equations about ai, bi (i=0,1,2) (33) σ5:12a2(c2+2a2)=0,σ4:3a1(c2+12a2)=0,σ3:20a2δc2+24a22δ6a2c2+24a0a2+12a12+24a2=0,σ2:4a1δc2+36a1a2δ3a1c2+12a0a1+12a2b1+12a1=0,σ:8a2δ2c26a2δc2+24a0a2δ+12a12δ+24a2δ=0,σ1:8b2δ2c2+6b2c224a0b212b1224b2=0,σ2:4δ2b1c2+3δb1c212a0δb112a1δb212δb136b1b2=0,σ3:20δb2c2+6δb2c224a0δb212δb1224δb224b22=0,σ4:3δ3b1c236δb1b2=0,σ5:12δ3b2c224δb22=0,σ0:a1δ2c23a1δc2δb1c2+12a0a1δ+12a2δb1+3b1c212a0b1+12a1δ12a1b212b1=0.(33) By solving for Equation (Equation33) using Maple, we obtain four group results (34) {a0=13δc2+14c21,b2=12δ2c2,a1=a2=b1=0},{a0=13δc2+14c21,a2=12c2,a1=b2=b1=0},{a0=13δc2+14c21,a2=12c2,b2=12δ2c2,a1=b1=0}.(34) In particular, let δ=1, δ=0 and δ=1, then the solutions are as follows:

CaseI. When δ=1, we get bright solitary solution of system (Equation4) (35) {w1=7c2121c22(tanhτ)2,η1=7c6c(tanhτ)2.(35) (36) {w2=7c2121c22(cothτ)2,η2=7c6c(cothτ)2.(36) (37) {w3=7c2121c22tanh2τc22(tanhτ)2,η3=7c6ctanh2τc(tanhτ)2.(37) CaseII. When δ=1, we get the periodic blast solution of the system (Equation4) (38) {w4=c2121c22(tanhτ)2,η4=c6c(tanhτ)2.(38) (39) {w5=c2121c22(cotτ)2,η5=c6c(cotτ)2.(39) (40) {w6=c2121c22tan2τc22(tanτ)2,η6=c6ctan2τc(tanτ)2.(40)

CaseIII. When δ=0, we obtain (41) {w7=c241,η7=c2.(41) (42) {w8=c241c22τ2,η8=c2cτ2.(42)

3.3. Application of kudryashov method to system (4)

From the solving process of the above method, we can know that n = 2, so Equation (Equation17) has the solution (43) w(τ)=a0+a1S(τ)+a2S2(τ).(43) Considering the derivative of w(τ) as follows (44) w(τ)=(a12a2)S2(τ)+2a2S3(τ)a1S(τ),w(τ)=a1S(τ)+(4a23a1)S2(τ)+(2a110a2)S3(τ)+6a2S4(τ),w(τ)=(7a18a2)S2(τ)+(38a212a1)S3(τ)+(6a154a2)S4(τ)+24a2S5(τ)a1S(τ).(44) Substituting (Equation43) and (Equation44) into Equation (Equation17) results in the system of equations (45) S5(τ):4a2(2a2c+c)=0;S4(τ):12a1a2c8a22c+ca19ca2=0;S3(τ):8a0a2c12a1a2c+8a2c+133ca2+4a12c2ca1=0;S2(τ):4a0a1c8a0a2c+4a1c8a2cc+ca16+2ca234a12c=0;S(τ):4a0a1c4a1c+5ca16=0.(45) Solving the series of equations above yields (46) a0=5c2241,a1=c22,a2=c22,c=c.(46) Consequently, we get (47) w(τ)=5c2241+c22S(τ)c22S2(τ),(47) and further derive the solitary wave solutions of system (Equation4) (48) w(x,t)=5c2241+c22(1+exp(xct))c22(1+exp(xct))2,η(x,t)=5c12+c1+exp(xct)c(1+exp(xct))2.(48)

4. Result and discussion

System (Equation4) and its related models are evolved from Boussinesq system. They can both be employed to consider wave propagation in shallow water so that they have drawn substantial focus and research. In view of the available results of the system (Equation4) and its related models, this paper derived the same types of travelling wave solutions as these results, covering singular soliton solutions and periodic solutions. Differently, in contrast to most research results, this paper gave the kink solutions for such models, which also indicates the effectiveness of the research method in this paper. In current results, the travelling wave solutions of the model (Equation4) itself are worked rarely. In 2019, Kumar only gave the rational solutions of the model , but this article enlarged the kinds of solutions of the model (Equation4) on this basis, and gave various forms of solutions such as kink, period. Meanwhile, the solving processes from this paper can indicate that the adopted methods are concise and powerful.

The travelling wave solutions of the system (Equation4) provide some interesting physical structures by selecting different parameters. The details are described as follows: Figure  presents the kink structures of w and η via (Equation21) and (Equation22). (a) and (d) are the corresponding 3D plots, (b) and (e) are the density plots. From (c) and (f), it can be observed that the shapes of the two kink waves do not change but only translate for x = 0 and x = 1. Similarly, the shapes of the kink solutions also remain unchanged as t changes. Figure  shows the structures of the blasting kink solutions of the system (Equation4) obtained by (Equation23) and (Equation24). (a),(b),(c) are 3D plot, density plot and wave propagation along x and t of w, respectively. (d),(e),(f) are the 3D, density and contour plots of η, respectively. Figure  illustrates the structures of the periodic blasting solutions through (Equation29) and (Equation30). Similar to Figure , (a)-(f) are the corresponding 3d plots, density plots and contour plots, respectively. Figure  showing the corresponding periodic blast solutions by w1 taking c = 8 and η1 taking c = 1. (b) and (e) are density plots, (c) and (f) are contour plots. Figure  illustrates the singular soliton solutions for c=12 in w2 and c = 10 in η2. It can be noticed by (c) and (f) that the shape of the wave does not change when x and t change. However, the amplitude of the wave is impacted when c is changed, and the amplitude increases as c. Figure  and Figure  depict the relevant structures of the corresponding periodic blasting solutions. From the figures it can be demonstrated that the solutions we derived are easily understood and the results are novel.

Figure 1. Kink wave solutions of w, η via (Equation21), (Equation22). (a) The 3D plot of w via (21); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, t = 1, t = 5; (d) The 3D plot of η via (22); (e) Density plot of η; (f) Contour plot of η when x = 0, x = 1, t = 1, t = 5.

Figure 1. Kink wave solutions of w, η via (Equation21(21) w(τ)=−124c2ℏ2−13c2κ+14c2−1−(c2ℏκ−ℏ2−4κtanh⁡(ℏ2−4κ2(τ+c1))−ℏ)−12(c6ℏ2κ2(−ℏ2−4κtanh⁡(ℏ2−4κ2(τ+c1))−ℏ)2),(21) ), (Equation22(22) η(τ)=−112cℏ2−23cκ+12c−(2cℏκ−ℏ2−4κtanh⁡(ℏ2−4κ2(τ+c1))−ℏ)−(c5ℏ2κ2(−ℏ2−4κtanh⁡(ℏ2−4κ2(τ+c1))−ℏ)2).(22) ). (a) The 3D plot of w via (21); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, t = 1, t = 5; (d) The 3D plot of η via (22); (e) Density plot of η; (f) Contour plot of η when x = 0, x = 1, t = 1, t = 5.

Figure 2. Traveling wave solutions of w, η via (Equation23), (Equation24). (a) The 3D plot of w via (23); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, t = 1, t = 10; (d) The 3D plot of η via (24); (e) Density plot of η; (f) Contour plot of η.

Figure 2. Traveling wave solutions of w, η via (Equation23(23) w(τ)=−124c2ℏ2−13c2κ+14c2−1−a1ℏ2(exp⁡(ℏ(τ+c1))−1)−c6ℏ48(exp⁡(ℏ(τ+c1))−1)2,(23) ), (Equation24(24) η(τ)=−112cℏ2−23cκ+12c−a1ℏc(exp⁡(ℏ(τ+c1))−1)−c5ℏ44(exp⁡(ℏ(τ+c1))−1)2.(24) ). (a) The 3D plot of w via (23); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, t = 1, t = 10; (d) The 3D plot of η via (24); (e) Density plot of η; (f) Contour plot of η.

Figure 3. Periodic blast solutions of w, η via (Equation29), (Equation30). (a) The 3D plot of w via (29); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (30); (e) Density plot of η; (f) Contour plot of η when x = 0, t = 1.

Figure 3. Periodic blast solutions of w, η via (Equation29(29) w(τ)=−124c2ℏ2−13c2κ+14c2−1−c2ℏκ−ℏ2+4κtan⁡(−ℏ2+4κ2(τ+c1))−ℏ−c2ℏκ2(−ℏ2+4κtan⁡(−ℏ2+4κ2(τ+c1))−ℏ)2,(29) ), (Equation30(30) η(τ)=−112cℏ2−23cκ+12c−cℏκ2−ℏ2+4κtan⁡(−ℏ2+4κ2(τ+c1))−2ℏ−cℏκ(−ℏ2+4κtan⁡(−ℏ2+4κ2(τ+c1))−ℏ)2.(30) ). (a) The 3D plot of w via (29); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (30); (e) Density plot of η; (f) Contour plot of η when x = 0, t = 1.

Figure 4. Travelling wave solutions of w, η via (Equation35). (a) The 3D plot of w via (35); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, x = -1, t = 1, t = 2; (d) The 3D plot of η via (35); (e) Density plot of η; (f) Contour plot of η.

Figure 4. Travelling wave solutions of w, η via (Equation35(35) {w1=7c212−1−c22(tanh⁡τ)−2,η1=7c6−c(tanh⁡τ)−2.(35) ). (a) The 3D plot of w via (35); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, x = -1, t = 1, t = 2; (d) The 3D plot of η via (35); (e) Density plot of η; (f) Contour plot of η.

Figure 5. Singular soliton solutions of w, η via (Equation36). (a) The 3D plot of w via (36); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, x = -1, t = 1, t = 2; (d) The 3D plot of η via (36); (e) Density plot of η; (f) Contour plot of η when c=1, c=5,c=10. (b), (c) are 2D and 3D plots related to w; (d), (e), (f) are 2D and 3D plots related to η.

Figure 5. Singular soliton solutions of w, η via (Equation36(36) {w2=7c212−1−c22(coth⁡τ)−2,η2=7c6−c(coth⁡τ)−2.(36) ). (a) The 3D plot of w via (36); (b) Density plot of w; (c) Contour plot of w when x = 0, x = 1, x = -1, t = 1, t = 2; (d) The 3D plot of η via (36); (e) Density plot of η; (f) Contour plot of η when c=1, c=5,c=10. (b), (c) are 2D and 3D plots related to w; (d), (e), (f) are 2D and 3D plots related to η.

Figure 6. Periodic blasting solutions of w, η via (Equation38). (a) The 3D plot of w via (38); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (38); (e) Density plot of η; (f) Contour plot of η.

Figure 6. Periodic blasting solutions of w, η via (Equation38(38) {w4=−c212−1−c22(tanh⁡τ)−2,η4=−c6−c(tanh⁡τ)−2.(38) ). (a) The 3D plot of w via (38); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (38); (e) Density plot of η; (f) Contour plot of η.

Figure 7. Periodic blasting solutions of w, η via (Equation39). (a) The 3D plot of w via (39); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (39); (e) Density plot of η; (f) Contour plot of η.

Figure 7. Periodic blasting solutions of w, η via (Equation39(39) {w5=−c212−1−c22(cot⁡τ)−2,η5=−c6−c(cot⁡τ)−2.(39) ). (a) The 3D plot of w via (39); (b) Density plot of w; (c) Contour plot of w when x = 0, t = 1; (d) The 3D plot of η via (39); (e) Density plot of η; (f) Contour plot of η.

5. Conclusion

In this paper, the travelling wave solutions of the coupled BBM-KdV system were acquired using the exp(ϕ(τ)) – expansion method, the modified extended tanh-function method and Kudryashov method. These solutions were expressed in terms of exponential functions, hyperbolic tangent functions and trigonometric functions. By using different expansions, solitary, periodic wave and kink solutions of the system (Equation4) were obtained. The plots of the solutions by taking different values of the parameters, the dynamic behaviours of the solutions were observed more visually through these plots. Also, the geometries and behaviours of the solutions were analysed. On these basis, we compared the gained solutions with the existing solutions, and the results of this paper enriched the kinds of solutions of the BBM-KdV model. BBM-KdV has been broadly applied as a shallow water wave model for the simulation of waves in coastal and offshore engineering. Consequently, the results of this paper can be useful for the research of wave motion patterns and can provide reasonable bases for the implementation of offshore projects.

Disclosure statement

No potential conflict of interest was reported by the author(s).

Additional information

Funding

The work was supported in part by Young Scientists Fund (CN)(Grant No. 11001115, No. 11201473), Natural Science Foundation of Shandong Province (Grant ZR2021MA084) and the Natural Science Foundation of Liaocheng University (318012025).

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