The aim of this paper is to study the unsteady korteweg-de vries equation that plays an important role in describing the shallow water. Two analytical techniques namely the Sardar-subequation method and the energy balance method are employed to seek the abundant traveling wave solutions for the first time. By these two methods, plenty of traveling wave solutions such as the bright solitary wave solutions, dark solitary wave solutions, singular periodic wave solutions and perfect periodic wave solution that expressed in terms of the generalized hyperbolic functions, generalized trigonometric functions and the cosine function are obtained. Finally, the dynamic behaviors of the solutions are described through the 3D plot and 2D curve. The results in this paper demonstrate that the proposed methods are powerful and effective to construct the traveling wave solutions of the nonlinear evolution equations in ocean engineering and science.
Kang-jia Wang, Jing-Hua Liu. On abundant wave structures of the unsteady korteweg-de vries equation arising in shallow water[J]. Journal of Ocean Engineering and Science, 2023, 8(6): 595-601. DOI: 10.1016/j.joes.2022.04.024
1. Introduction
Thenonlinear partial differential equations(NLPDEs) are becoming more and more important in modeling the complex phenomenon involving in the fluid mechanics [1], [2], [3], optics [4], [5], [6], plasma physics [7], [8], [9], magnetic field [10], vibration [11], [12], [13], diffusion [14], [15], [16] and so on [17], [18], [19], [20], [21]. The exact solution and solitary wave solution of NLPDEs have great significance in the nonlinear theory. Some effective and powerful methods such as the sine-Gordon expansion method [22,23], extended trial equation method [24,25], variational method [26,27], generalized (G’/G) expansion method [28,29], extended rational sine-cosine and sinh-cosh method [30,31], ancient Chinese algorithm [32], extended tanh-function method [33], [34], [35], [36], [37], Exp-function method [38], [39], [40] and so on [41], [42], [43], have been developed to construct the traveling wave solutions. In this study, we will examine the unsteady korteweg-de vries model that is given as [44], [45], [46]:
$\psi_{t}+\psi \psi_{x}+\gamma \psi_{x x x}=0$
where γ is a nonzero constant. Eq. (1.1) is a general model of weak nonlinear long wave, which combines the leading order nonlinearity and dispersion to simulate the influence of deep water surface. The first term $ψ_t$ represents the time evolution of the wave propagating in one direction. The terms $ψψ_x$ and $ψ_{xxx}$ indicate the steepening and spreading of the wave respectively. Recently, the Sardar-subequation method(SSM) and the energy balance method(EBM) have received much more attention due to their effectiveness for solving the NLPDEs. So in this work, the SSM and EBM will be adopted to study Eq.(1.1). The remaining content of this paper is arranged as follows: the SSM and EBM are employed to establish the traveling wave solutions(TWSs) in Section 2. In Section 3, the behaviors of some solutions are presented in the form of the 3D plot and 2D curve. Finally, a conclusion is reached in Section 4.
2. The solutions
For seeking the TWSs, we have the following variable transformation:
where $\psi^{\prime}=\frac{d \psi}{d \zeta}, \psi^{\prime \prime \prime}=\frac{d^{3} \psi}{d \zeta^{3}}$. Integrating Eq.(2.2) with respect to ζ once and ignoring the integral constant, we have:
Case I: When $a=\frac{\omega-m_{0}}{4 \gamma}>0$ and $\rho=\frac{-2 \omega m_{0}+m_{0}^{2}}{48 \gamma^{2}}=0\left(m_{0}=2 \omega\right) \text {. }$ we have:
Fig. 1. The profile of $ψ_1$ with the parameters $\omega=4, \gamma=-1, p=0.97, q=0.98$, (a) the 3D plot, (b) the 2D curve for t=0.
For using $\omega=4, \gamma=-1, p=0.97, q=0.98$, the performance of Eq.(2.13) is presented in Fig.2, where the solution is the singular periodic wave solution.
Fig. 2. The profile of $ψ_3$ with the parameters $\omega=4, \gamma=-1, p=0.97, q=0.98$, (a) the 3D plot, (b) the 2D curve for t=0.
The dynamic behaviors of the absolute value $|ψ_5|$ and $|ψ_{10}|$ are described in Fig. 3, Fig. 4, respectively by selecting the appropriate parameters. We can find the two solutions are both the singular periodic wave solutions.
Fig. 5. The profile of $ψ_{15}$ with the parameters ω=−4, γ=−1, p=0.97, q=0.98, (a) the 3D plot, (b) the 2D curve for t=0.
When selecting the parameters as Ξ=2 ω=−1 γ=1, the performance of the $ψ_{25}$ is drawn in Fig.6. Obviously, the solution is the perfect periodic wave solution.
Fig. 6. The profile of $ψ_{25}$ with the parameters Ξ=2, ω=−1, γ=1, (a) the 3D plot, (b) the 2D curve for t=0.
4. Conclusion and future recommendation
This work gives a study on the unsteady korteweg-de vries equation by applying the SSM and EBM for the first time. Abundant TWSs like the bright solitary wave solutions, dark solitary wave solutions, singular periodic wave solutions and perfect periodic wave solution expressed in terms of the generalized hyperbolic functions, generalized trigonometric functions and the cosine function are constructed. The numerical simulations of the results are presented through the 3D plot and 2D curve. It is strongly proved that the proposed methods are promising tools to establish the TWSs of the PDEs arising in ocean engineering and science.
Recently, the fractional derivative [50], [51], [52], [53], [54] has been widely used in many fields. How to apply fractional derivative to studied equation is the focus of our future research Eqs. (2.1), (2.7), (2.8), (2.10)-(2.58), (2.61), (2.63)-(2.65).
Declaration of Competing Interest
This work does not have any conflicts of interest.
Acknowledgment
This work is supported by the Key Programs of Universities in Henan Province of China (22A140006), the Fundamental Research Funds for the Universities of Henan Province (NSFRF210324), Program of Henan Polytechnic University (B2018-40), Innovative Scientists and Technicians Team of Henan Provincial High Education (21IRTSTHN016).