1. Introduction
The numerical solution of partial differential equations (PDEs) represents a fundamental component in numerous scientific and engineering applications. In recent years, there has been a growing emphasis on the development of high-order finite difference methods aimed at improving both the accuracy and efficiency of solutions for a wide range of PDEs. A particular area of interest is the Boussinesq equation, which was first introduced by Joseph Boussinesq in 1872 to model nonlinear wave propagation in dispersive media [
1]. As a result, this equation has been extensively applied across multiple domains, including the investigation of ion-sound waves in plasma, solitary waves in vascular systems, tsunami waves in oceanography and coastal sciences, as well as pressure waves in liquid-gas bubble mixtures, among others [
2,
3].
This article investigates the sixth-order Boussinesq equation, taking into account the effects of surface tension, as outlined in [
4]:
with the specified initial conditions
In this context, the parameters
,
,
and
are non-negative, while
k and
c are constants. Furthermore,
is a positive integer, and
and
are two specified smooth functions.
Solitary waves have attracted considerable interest across various fields of physics and engineering. Biswas [
5] successfully derived an exact solitary wave solution for the Korteweg-de Vries equation, which is characterized by power law nonlinearity and time-varying coefficients. The singular solitary wave solution for the Rosenau-KdV equation is presented in [
6], while the specific 1-soliton solution for the Rosenau-KdV-RLW equation is detailed in [
7]. Eq. (
1) is frequently encountered in numerous mathematical models concerning solitary wave propagation, as emphasized by Lu and Helal [
8,
9]. Furthermore, Biswas et al. [
4] provide a variety of solitary wave, shock wave, and singular solitary wave solutions for the Boussinesq equation (
1), which incorporates the effects of surface tension. Under the assumption of solitary wave behavior, it is observed that the solution to the sixth-order Boussinesq equation (
1) and its derivatives approach zero as
, that is [
10,
11]
then Eq. (
1) is linked to the following global conservation law:
This research focuses on the solitary wave solution and seeks to develop a conservative linear finite difference scheme for the sixth-order Boussinesq equation (
1). To effectively implement the numerical method, we analyze a sufficiently large yet finite spatial domain, denoted as
, instead of the unbounded interval
. This strategy ensures that the solution remains sufficiently small at the boundaries of the domain. Consequently, we consider the following boundary conditions:
where
.
The Boussinesq equation and its variants have been thoroughly analyzed through both theoretical and numerical approaches. In the theoretical context, Esfahani and Farah [
12] have conducted an investigation into a nonlinear sixth-order Boussinesq equation
The authors established the local well-posedness of Eq. (
4) within the framework of non-homogeneous Sobolev spaces
, where
and
. Following this, Wang and Esfahani [
13] conducted an investigation into the sixth-order Boussinesq equation as follows:
The authors have demonstrated that the problem described by Eq. (
5) is globally well-posed within the Sobolev space
, where
and
.
In a numerical context, Feng et al. [
14] proposed a symmetric three-level implicit difference scheme that exhibits second-order accuracy for the following sixth-order Boussinesq equation
A linearized stability analysis indicates that the difference scheme, which incorporates a free parameter denoted as
, exhibits stability for values of
that are equal to or greater than 1/4. In 2017, Kolkovska and Vucheva [
15] introduced a nonlinear second-order difference scheme aimed at addressing the sixth-order Boussinesq problem, as detailed below:
However, the scheme presented in [
15] demonstrates conditional stability, which is dependent on a strict limitation on the subsequent ratio
There exists a significant lack of theoretical analysis regarding the solvability and convergence properties of the scheme proposed by Kolkovska [
15]. More recently, Arslan [
16] has introduced a novel methodology that combines the differential transform method with the finite difference technique to obtain approximate solutions for singularly perturbed ill-posed problems and sixth-order Boussinesq equations. In a separate study, Zhang et al. [
17] introduced a meshless numerical technique known as the generalized finite difference method, which has demonstrated efficacy in addressing enhanced Boussinesq-type equations. This method is particularly advantageous for simulating wave propagation over irregular bottom topographies.
In the field of physics, the principle of conservation of mass and energy holds critical importance. A numerical scheme that fails to uphold local conservation may produce non-physical outcomes [
18]. Therefore, the preservation of mass and energy is a fundamental consideration in the development of numerical schemes aimed at solving PDEs. A considerable amount of research has been devoted to the development of conservative finite-difference schemes applicable to various nonlinear wave equations. For instance, Deng et al. [
19] proposed energy-preserving finite difference methods that are applicable to systems of nonlinear wave equations in two dimensions. Furthermore, Bayarassou et al. [
20] investigated a high-order conservative linearized finite difference scheme for the regularized long wave (RLW)-Korteweg-de Vries equation. Additionally, Hou et al. [
21] introduced an energy-preserving, high-order compact finite difference scheme specifically designed for two-dimensional nonlinear wave equations. Nanta et al. [
22] presented a wave model that integrates the classical Camassa-Holm equation with the BBM-KdV equation, incorporating dual-power law nonlinearities while ensuring the preservation of energy conservation properties.
This article aims to present a conservative difference scheme for the resolution of the sixth-order Boussinesq problem as defined in Eqs. (
1)-(
3). Furthermore, the article will examine the solvability, convergence, and stability of the proposed scheme. The problem outlined in Eqs. (
1)-(
3) holds considerable physical significance.
Theorem 1.
Consider u as the solution to the sixth-order Boussinesq problem defined by Eqs. (1)-(3). Let us denote , and assume that the supplementary boundary conditions are given by and . Under these conditions, it can be concluded that for all , where
Proof. Let
. We substitute this expression into Eq. (
1) and subsequently take the antiderivative twice. This process results in the following equation:
Consequently, we obtain further results
Utilizing the boundary conditions delineated in Eq. (
3) along with the additional assumptions, we derive the following results
Since
which yields
Consequently, from Eqs. (
8)-(
12), we deduce that
, which indicates that
for
. This completes the proof. □
It is essential to emphasize that if the parameters
,
,
,
,
k,
c and the initial conditions
and
satisfy
, then
can be defined as the energy at time
t. Moreover, the solution to Eqs. (
1)-(
3) complies with the principle of energy conservation, where
The subsequent sections of this manuscript are organized as follows: In Section (
Section 2), we introduce a compact finite difference scheme designed for the resolution of the sixth-order Boussinesq equation (
1)-(
3). Section (
Section 3) rigorously establishes the discrete conservation properties associated with the mass change rate and energy. A comprehensive theoretical analysis addressing the scheme’s solvability, convergence, and stability is presented in Section (
Section 4). Section (
Section 5) includes numerical experiments that validate the theoretical results. Finally, Section (
Section 6) provides a concise summary of the findings.