Research article

Exact wave solutions to the simplified modified Camassa-Holm equation in mathematical physics

  • Received: 04 August 2019 Accepted: 11 October 2019 Published: 17 October 2019
  • MSC : 35C07, 35C08, 35K99, 35P09

  • In this article, we consider the exact solutions to the simplified modified Camassa-Holm (SMCH) equation which has many potential applications in mathematical physics and engineering sciences. We examine the exact travelling wave solutions by means of the modified simple equation (MSE) method by making use of travelling transformation. The attained solutions are in the form of trigonometric and hyperbolic functions. We demonstrate that the method is more general, straightforward and powerful and can be used to examine more general travelling wave solutions of various kinds of fractional nonlinear differential equations arising in mathematical physics and better than other method. Finally, we show the graphical representation and discuss the physical significance of the obtained solutions for its definite values of the involved parameters through depicting 3D and 2D figures in order to know the physical phenomena.

    Citation: Md. Nurul Islam, Md. Asaduzzaman, Md. Shajib Ali. Exact wave solutions to the simplified modified Camassa-Holm equation in mathematical physics[J]. AIMS Mathematics, 2020, 5(1): 26-41. doi: 10.3934/math.2020003

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  • In this article, we consider the exact solutions to the simplified modified Camassa-Holm (SMCH) equation which has many potential applications in mathematical physics and engineering sciences. We examine the exact travelling wave solutions by means of the modified simple equation (MSE) method by making use of travelling transformation. The attained solutions are in the form of trigonometric and hyperbolic functions. We demonstrate that the method is more general, straightforward and powerful and can be used to examine more general travelling wave solutions of various kinds of fractional nonlinear differential equations arising in mathematical physics and better than other method. Finally, we show the graphical representation and discuss the physical significance of the obtained solutions for its definite values of the involved parameters through depicting 3D and 2D figures in order to know the physical phenomena.


    Nonlinear evolution equations have much achieved importance and recognition recently. The differential equations have proved to be valuable tools to the modeling of many physical phenomena. The study of the traveling wave solutions for nonlinear differential equations (NLDEs) play an important role in various types of fields, such as, quantum mechanics, electricity, plasma physics, chemical kinematics, optical fibers, biological model, electromagnetic field, viscoelasticity, electrochemistry, physics, signal processing, optical fibers, control theory, fluid mechanics and population model [1,2,3,4], etc.

    Now-a-days NLDEs have been creating important opportunity for the researchers. As a result, in the past few years different efficient and significant methods have been established and enhanced to obtain exact solutions to evolution equations, such as, the (G/G)-expansion method [5,6,7,8], the variational iteration method [9,10,11], the modified decomposition method [12,13], the Jacobi elliptic function method [14], the modified Kudryashov method [15], the fractional sub-equation method [16], the homotopy perturbation method [17,18], the MSE method [19,20,21,22], the tanh-function method [23], the finite difference method [24], the exp-function method [25,26,27], the F-expansion method [28,29], the operational method [30], the sine-cosine method [31], the first integral method [32], etc.

    In 2006, Wazwaz [33] studies a family of important physical equations which is known as modified α - equation and he provides the following form of that modified α - equation:

    utuxxt+(α+1)u2uxαuxuxxuuxxx=0, (1.1)

    where, α is a positive integer. By taking α=2, Wazwaz [33] reduces Eq. (1.1) to the following modified Camassa-Holm (MCH) equation:

    utuxxt+3u2ux2uxuxxuuxxx=0. (1.2)

    Simplifying the MCH Eq. (1.2), we attain the following equation which is known as simplified modified Camassa-Holm (SMCH) equation with involving parameters kandβ :

    ut+2kuxuxxt+βu2ux=0.

    The study of the SMCH equation has explained many significant and sensible ambiences. In present literature, the SMCH equation has investigated through the exp(ϕ(η))-expansion method [34], the exp-function method [35], the improved (G/G)-expansion method [36], etc.

    The aim of this article is to examine the fresh, useful and more general traveling wave solutions to the SMCH equation by aid of the MSE method. The MSE method is a recently developed effective, straightforward, powerful and rising method to investigate traveling wave solutions to the NLDEs. We also have shown the graphical representation of the attained solutions of its definite values of the involved parameters through depicting 3D and 2D figures.

    The rest of the article is patterned as follows: In Section 2, we have described the MSE method. Section 3 is used to determine the fresh exact traveling wave solutions to the equation. In Section 4, we have shown the graphical representations and physical significance and in Section 5, we have represented the comparison and discussed the results. Finally, in Section 6, we have concluded this article.

    Now, we expressed the MSE method which is used by many researchers to observe the solitary wave solutions to nonlinear evolution equations (NLEEs). Let us consider the nonlinear evolution equations (NLEE) in two independent variables x and t, in the following form:

    R(u,ut,ux,uxx,utt,)=0 (2.1)

    where u=u(x,t) is an unknown function, R is a polynomial of u(x,t) and its derivatives in which the highest order derivatives and nonlinear terms are involved and its partial derivatives is ut=ut,ux=ux,utt=2ut2,uxx=2ux2.

    To solve the NLEE (2.1) by aid of the MSE method, we represent the main steps in the following form:

    Step 1: We consider the real variables x and t by the traveling wave variable ξ, in the following form:

    ξ=xwt;u(x,t)=F(ξ) (2.2)

    where w denotes the velocity of the traveling wave.

    By using the traveling wave transformation Eq. (2.2) in Eq. (2.1) then reduces an ordinary differential equation (ODE) written in the form:

    G(F,F,F,) (2.3)

    where G is a polynomial of F(ξ) and its derivatives while the highest order derivatives and nonlinear terms are connected and the superscripts indicate the ordinary derivatives with respect to ξ, in which F(ξ)=dFdξ.

    Step 2: We assume that the Eq. (2.3) has the traveling wave solution in the following form:

    F(ξ)=Nj=0aj{s(ξ)s(ξ)}j, (2.4)

    where N be the positive integer, aj(j=0,1,2,,N) are unknown constants to be determined, in which aN0, and the unknown function s(ξ) to be evaluated, in which s(ξ)=dsdξ0.

    Step 3: The positive integer N showing in Eq. (2.4) can be determined by considering the homogeneous balance between the highest order derivatives and the nonlinear terms appearing in Eq. (2.3).

    Moreover, if the degree of F(ξ) is deg[F(ξ)]=N, therefore, the degree of any other expressions will be as follows:

    deg[dmF(ξ)dξm]=N+M and deg[Fm{dqF(ξ)dξq}p]=mN+p(N+q) (2.5)

    Step 4: Substitute Eq. (2.4) into Eq. (2.3), we calculate all the necessary derivatives F,F,F and then estimate the function s(ξ). Accordingly of this substitution, we get a polynomial of (1s(ξ))j,j= 0.1.2. In the resultant polynomial, we equate all the coefficients of (1s(ξ))j,j=0.1.2. to zero, which yields a set of algebraic and differential equations for aj(j=0,1,2,,N), s(ξ) and other needful parameters.

    Step 5: The solutions of the set of algebraic and differential equations obtained in Step 4, provide the values of s(ξ) and other needful parameters.

    In this section, we examine the several new travelling wave solutions to the SMCH equation by the implementation of the MSE method. Let us consider the equation in of the form:

    ut+2kuxuxxt+βu2ux=0, (3.1)

    where β>0 and k is arbitrary constant. It arises as a description of gravity water waves in the long-wave regime, water wave mechanics, turbulent motion, etc. Using the traveling wave transformation Eq. (2.2), the Eq. (3.1) converts into a nonlinear ODE

    wu+2ku+wu+βu2u=0, (3.2)

    Integrating Eq. (3.2) once and choose the integrating constant to zero, yields

    (2kw)u+wu+β3u3=0, (3.3)

    Balancing the linear term of the highest order derivative u and the nonlinear term of the highest order u3 occurring in Eq. (3.3), gives N=1. Therefore, the shape of the solution of Eq. (3.3) becomes:

    u=a0+a1(s(ξ)s(ξ)), (3.4)

    where a0 and a1 are constants to be determined, such that a10 and s(ξ) is an unknown function to be determined. Substituting the values of u,u3 and u using Eq. (3.4) into Eq. (3.3) and then equating the coefficients of s0,s1,s2,s3 to zero, these become

    2ka0wa0+13βa30=0 (3.5)
    2ka1swa1s+βa20a1s+wa1s=0 (3.6)
    βa0a21(s)23wa1ss=0 (3.7)
    2wa1(s)3+13βa31(s)3=0 (3.8)

    From Eq. (3.5) and Eq. (3.8), we determine

    a0=0,a0=±3(w2k)β and a1=±i6wβ, since a10.

    Using (3.6) and (3.7), we also obtain

    s(ξ)=c3+β2a21a20c1e3(w2kβa20)ξβa0a19(w2kβa20)2 (3.9)

    Case 1:

    When a0=0 then the solution is discarded.

    Case 2:

    When a0=3(w2k)β,a1=±i6wβ and s(ξ)=c3+c1β2a20a21e3(2k+wθa20)ξβa0a19(w2kβa20)2, the solution (3.4) becomes below:

    u(ξ)=3(w2k)β23c1w(w2k)e±i(4k2w)ξ2w(w2k)2(w2k)β(c32c1w(w2k)e±i(4k2w)ξ2w(w2k)(2k+w3(2k+w))2) (3.10)

    The solution in Eq. (3.10) is useful and further general travelling wave solution which does not exist in the previous literature. If we set different special values of c1 and c3 consistently further numerous solutions can be determined through this method, but for simplicity the remaining solutions have not been written down here.

    When w>2k, using the obtained results a0,a1 and s(ξ) and if we choose, c1 = b k(k+m) and c3=b2k2m2 and also by means of the computer algebra like Mathematica, converting the solution (3.10) from exponential to trigonometric function, we achieve the solution is simplified as the following soliton form:

    u(ξ)=±i3(w2k)βcot((w2k)ξ2k) (3.11)

    Also, when w>2k if we choose, c1 = b k(k+m) and c3=b2k2m2, the above solution (3.2) reduces to the following soliton:

    u(ξ)=±i3(w2k)βtan((w2k)ξ2k) (3.12)

    Solutions in Eq. (3.11) and Eq. (3.12) are the well-known periodic wave solutions.

    Furthermore, when w<2k, using the obtained results a0,a1 and s(ξ) and if we choose, c1 = b k(k+m) and c3=b2k2m2 and also by means of the computer algebra like Mathematica, converting the solution in Eq. (3.10) from exponential to trigonometric function, we achieve the solution is simplified as the following soliton form:

    u(ξ)=±3(2kw)βcoth((2kw)ξ2k) (3.13)

    Also, for w<2k if we choose, c1 = b k(k+m) and c3=b2k2m2, the above solution in Eq. (3.10) reduces to the following soliton:

    u(ξ)=±3(2kw)βtanh((2kw)ξ2k) (3.14)

    Solutions in Eq. (3.13) and Eq. (3.14) are the well-known singular periodic wave solutions.

    Case 3:

    When a0=3(w2k)β,a1=±i6wβ and s(ξ)=c3+c1β2a20a21e3(2k+wθa20)ξβa0a19(w2kβa20)2, the solution (3.4) reduces:

    u(ξ)=3(w2k)β+23c1w(w2k)e±i(2(w2k))ξ2w(w2k)2(w2k)β(c32c1w(w2k)e±i(2(w2k))ξ2w(w2k)(2k+w3(2k+w))2) (3.15)

    The solution in Eq. (3.15) is useful and further general travelling wave solution which does not exist in the previous literature. If we set different special values of c1 and c3 consistently further numerous solutions can be determined through this method, but for simplicity the remaining solutions have not been written down here.

    When w>2k using the obtained results a0,a1 and s(ξ) and if we choose, c1 = b k(k+m) and c3=b2k2m2 and also by means of the computer algebra like Mathematica, converting the solution in Eq. (3.15) from exponential to trigonometric function, we achieve the solution is simplified as the following soliton form:

    u(ξ)=±i3(w2k)βcot((w2k)ξ2k) (3.16)

    And, when w>k if we choose, c1 = b k(k+m) and c3=b2k2m2, the above solution in Eq. (3.15) reduces to the following soliton:

    u(ξ)=±i3(w2k)βtan((w2k)ξ2k) (3.17)

    Solutions in Eq. (3.16) and in Eq. (3.17) are the well-known periodic wave solutions.

    On the other hand, when w<k using the obtained results a0,a1 and s(ξ) and if we choose, c1 = b k(k+m) and c3=b2k2m2 and also by means of the computer algebra like Mathematica, converting the solution in Eq. (3.15) from exponential to trigonometric function, we achieve the solution is simplified as the following soliton form:

    u(ξ)=±3(2kw)βcoth((2kw)ξ2k) (3.18)

    Also, when w<k and if we choose, c1 = b k(k+m) and c3=b2k2m2, the above solution in Eq. (3.15) reduces to the following soliton:

    u(ξ)=±3(2kw)βtanh((2kw)ξ2k) (3.19)

    Solutions in Eq. (3.18) and in Eq. (3.19) are the well-known singular periodic wave solutions.

    Therefore, summarizing the solutions between Eqs. (3.11), (3.12), (3.16), (3.17) and also summarizing between Eqs. (3.14), (3.13), (3.18), (3.19) we attain the following subsequent solutions:

    u(ξ)=±i3(w2k)βcot((w2k)ξ2k) (3.20)
    u(ξ)=±i3(w2k)βtan((w2k)ξ2k) (3.21)
    u(ξ)=±3(2kw)βcoth((2kw)ξ2k) (3.22)
    u(ξ)=±3(2kw)βtanh((2kw)ξ2k) (3.23)

    Now making use of the wave variable of Eq. (2.2), the solutions in Eqs. (3.20), (3.21), (3.22) and (3.23) become as follows:

    u(1,2)(ξ)=±i3(w2k)βcot((w2k)ξ2k) (3.24)
    u(3,4)(ξ)=±i3(w2k)βtan((w2k)ξ2k) (3.25)
    u(5,6)(ξ)=±3(2kw)βcoth((2kw)ξ2k) (3.26)
    u(7,8)(ξ)=±3(2kw)βtanh((2kw)ξ2k) (3.27)

    The solutions in Eqs. (3.24), (3.25), (3.26) and (3.27) are fresh, important and further general to the SMCH equation can be extracted.

    Therefore, it is remarkable to observe that the obtained traveling wave solutions arise to be suitable to seek for gravity water wave in the long-wave regime, the water wave mechanics, the turbulent motion, the driving a flow of fluid and singular periodic waves, etc.

    In this section, we show the graphical representations of the obtained solutions and discuss the physical significance to the MSCH equation is arranged below:

    The shapes of the figures of the obtained solutions in Eq. (3.24) (positive and negative values) for the definite values of the parameters are given below:

    Figure 1.  3D and 2D modulus plot of solution in Eq. (3.24) which is periodic wave when w=1 and k=1.5,β=1 within the interval 0x,t10 for 3D and t=0 for 2D.
    Figure 2.  3D and 2D modulus plot of solution in Eq. (3.24) when w=5 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 3.  3D and 2D modulus plot of solution in Eq. (3.24) when w=15 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 4.  3D and 2D modulus plot of solution in Eq. (3.24) when w=25 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 5.  3D and 2D modulus plot of solution in Eq. (3.24) when w=30 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 6.  3D and 2D modulus plot of solution in Eq. (3.24) when w=35 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 7.  3D and 2D modulus plot of solution in Eq. (3.24) when w=40 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 8.  3D and 2D modulus plot of solution in Eq. (3.24) when w=50 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 9.  3D and 2D modulus plot of solution in Eq. (3.24) when w=60 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 10.  3D and 2D modulus plot of solution in Eq. (3.24) when w=65 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 11.  3D and 2D modulus plot of solution in Eq. (3.24) when w=70 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 12.  3D and 2D modulus plot of solution in Eq. (3.24) when w=75 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.
    Figure 13.  3D and 2D modulus plot of solution in Eq. (3.24) when w=80 and k=1.5,β=1,α=0.5 within the interval 0x,t4 for 3D and t=0 for 2D.

    The shape of the figures of the obtained solution in Eq. (3.27) (positive and negative values) for the definite values of the parameters is shown below:

    Figure 14.  3D and 2D modulus plot of solution in Eq. (3.27) when w=1 and k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 15.  3D and 2D modulus plot of solution in Eq. (3.27) when w=2, k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 16.  3D and 2D modulus plot of solution in Eq. (3.27) when w=3,k1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 17.  3D and 2D modulus plot of solution in Eq. (3.27) which is singular periodic wave when w=5,k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 18.  3D and 2D modulus plot of solution in Eq. (3.27) which is singular periodic wave when w=7 and k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 19.  3D and 2D modulus plot of solution in Eq. (3.27)) which is singular periodic wave when w=35 and k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.
    Figure 20.  3D and 2D modulus plot of solution in Eq. (3.27) which is singular periodic wave when w=70 and k=1.5,β=1 within the interval 10x,t10 for 3D and t=0 for 2D.

    In this sub-section, we have described the physical significance of the accomplished solutions through figures. We have obtained eight solutions where both the solutions in Eq. (3.24) and in Eq. (3.25) contain two solutions (positive and negative sign) which are in the trigonometry form and both the solutions in Eq. (3.27) and in Eq. (3.27) also contains two solutions (positive and negative sign) which are in the trigonometric hyperbolic form.

    From the above graphical representations, we may assert that the solutions might be useful to inspect the physical significance in order to know the internal mechanisms of the related physical phenomena. We find different shapes of figures for the solutions in Eq. (3.24) and in Eq. (3.25), within intervals 0x,t10 and for the solutions in Eq. (3.26) and in Eq. (3.27) within interval 10x,t10 for the different definite values of involved parameters.

    Plotting the figures of the solutions in Eq. (3.24) and in Eq. (3.25, ) we have observed that, for the different values of the velocity w of the traveling wave, the figures of the obtained solutions become different shapes. Plotting the figures of the solutions in Eq. (3.24), we watch that when w=1, the shape of the wave length is large and when w=5, the shape of the wave length is small. Consequently when w=15, the shape of the wave length larger than w=5 and again when w=20, the shape of the wave length is decreased. It is important to notice that when w=35, the shape of the wave length becomes maximum i.e., larger than other values of the velocity of the travelling wave w. We also notice that for larger values of w=35, the shape of the wave lengths decreasing and again increasing and when velocity arises to w=70 then the shape of the figure becomes like w=35. Furthermore, when larger values than w=70, the shapes of the wave lengths decreasing and again increasing and when velocity arises to w=105 then the shape of the figures become same to w=70.

    From the above discussion we have claimed that, the solutions in Eq. (3.24) to the MSCH equation are periodic wave solution and its period is w=35.

    Similarly, plotting the figures of the solutions in Eq. (3.25), we have found the same figures (periodic wave) like the shape of the figures in Eq. (3.24) and the same situation arises and also observed that its period is w=35. Therefore, for minimalism, the shapes of the figures of the solutions in Eq. (3.25) have not shown here.

    Furthermore, plotting the figures in the case of the solutions in Eq. (3.26) and in Eq. (3.27) we have observed that, when w<3,k=1.5,β=1 and w=3,k1.5,β=1 and within interval 10x,t10 the shapes of the figures are not singular periodic wave. But for other definite values of the including parameters within interval 10x,t10, the shapes of the figures are singular periodic wave and for simplicity, only we have depicted the shapes of the figures of the solutions in Eq. (3.27) and the shapes of the figures of the solutions have omitted here.

    In this section, we notice that, the solutions investigated by the exp(ϕ(η)) -expansion method, Ali et al. [34], obtained only five (05) wave solutions which were ordinary solutions (see Appendix-1) for the SMCH equation. But by using the MSE method, we have obtained eight (08) wave solutions which have not been found by the exp(ϕ(η)) -expansion method which are useful, efficient and more general and give well known shapes like periodic wave solutions and singular periodic wave solutions. The different choices of the integral constants from solutions in Eq. (3.10) and in Eq. (3.15), it might be obtained huge amount of exact wave solutions. Moreover, the attained solutions might be useful to analyze the physical significance. For the definite values of the parameters, different types of periodic and singular periodic solutions are derived in our article.

    Therefore, comparing between the obtained solutions and the solutions obtained by the exp(ϕ(η)) -expansion method [34], we might claim that our obtained solutions are more general and useful.

    In this article, we have examined the new, significant and further general travelling wave solutions which are in the form of trigonometric and hyperbolic function to the SMCH equation by means of the efficient technique known as MSE method. The attained solutions are in general form and the definite values of the included parameters yield diverse known soliton solutions and the solutions might be useful to analyze many potential applications in mathematical physics and engineering. Furthermore, the MSE method has established better solutions than exp(ϕ(η)) -expansion method. We also have shown the graphical representation of the obtained solutions through depicting figures in order to interpret the physical phenomena of the tangible incidents. The established results have shown that the MSE method is straightforward, further general, efficient and more powerful and can be used to obtain exact traveling wave solutions for many other nonlinear differential equations.

    We would like to thanks the honorable reviewers for their valuable comments and suggestions, which are really helpful to enrich the quality of our paper. Furthermore, we are grateful to the journal authority for their proper judgements and kind considerations.

    The authors declare that they have no any competing interests.

    In this section, we have shown the list of the solutions to the simplified modified Camassa-Holm (SMCH) equation investigated by the exp(ϕ(η)) method (Ali et al., [34]) solutions, are arranged below:

    u1(η)=a026μ(λ24μtanh(λ24μ2(η+c1)λ)) (A1.1)
    u2(η)=a026μ(λ2+4μtan(λ2+4μ2(η+c1)λ)) (A1.2)
    u3(η)=a06λexp((η+c1)λ1) (A1.3)
    u4(η)=a06(η+c1)λ2(2(η+c1)λ+2) (A1.4)
    u5(η)=a06(η+c1) (A1.5)

    where η=xvt.



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