Abstract
Describing the long waves in shallow water, a generalized Broer-Kaup-Kupershmidt system is investigated in this paper. With respect to the horizontal velocity of the water wave and the height of the water surface, we use symbolic computation to build up (A) a scaling transformation, (B) a set of the hetero-Bäcklund transformations, from that generalized system to a known linear partial differential equation, as well as (C) two sets of the similarity reductions, each of which from that generalized system to a known ordinary differential equation. Our results depend on all the shallow-water coefficients for that generalized system.
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1 Introduction
Being attractive, many researchers are now paying attention to the shallow water waves [1,2,3,4,5,6,7,8,9,10,11,12,13,14,15]. For example, Ref. [1], a recent paper in Nonlinear Dyn., has presented some multi-soliton solutions of a generalized Broer-Kaup system for the shallow water waves.
In this paper, we plan to investigate a generalized Broer-Kaup-Kupershmidt system, which describes, e.g., the long waves in shallow water, i.e.,
with the real differentiable functions v(x, t) and u(x, t) denoting, e.g., the horizontal velocity of the water wave and the height of the water surface, respectively, x and t implying, e.g., the scaled space and time variables, \(\alpha \), \(\beta \ne 0\) and \(\gamma \) as the real constants, while the subscripts being the partial derivatives. Shallow-water special cases of System (1) have been seen:
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for the long waves in the shallow water, a Broer-Kaup-Kupershmidt system,
$$\begin{aligned}&u_{t}- u_{xx}+2 v_{x} +2 u u_{x}=0 \;\; , \end{aligned}$$(2a)$$\begin{aligned}&v_{t}+ v_{xx} +2 \left( u v\right) _{x}=0 \;\; , \end{aligned}$$(2b)when \(\gamma =0\), \(\beta =-2\) and \(\alpha =-1\), with t and x being the scaled time and space variables, v(x, t) representing the horizontal velocity of the water wave while u(x, t) meaning the height of the water surface [15];
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for the diffusion-involved shallow water waves, a generalized Broer-Kaup system,
$$\begin{aligned}&u_{t}=\left( -\alpha u_{x}+\frac{1}{2} u^2+v\right) _{x} \;\; , \end{aligned}$$(3a)$$\begin{aligned}&v_{t}=\left( \alpha v_{x}+u v\right) _{x} \;\; , \end{aligned}$$(3b)when \(\gamma =0\) and \(\beta =1\), with t meaning the time variable, x indicating the propagation direction, v(x, t) relevant to both the wave profile and the tangential fluid velocity at the surface while u(x, t) representing the tangential fluid velocity at the surface [16,17,18];
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for the long waves in the shallow water, a classical dispersiveless long-wave system, i.e.,
$$\begin{aligned}&u_{t}+u u_{x}+v_{x}=0 \;\; , \end{aligned}$$(4a)$$\begin{aligned}&v_{t}+\left( u v\right) _{x}=0 \;\; , \end{aligned}$$(4b)when \(\alpha =\gamma =0\) and \(\beta =-1\), with u(x, t) meaning the tangential fluid velocity at the surface, v(x, t) representing the wave profile, x denoting the propagation direction, while t being the time variable [17, 18] (and references therein);
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for the long waves in the shallow water, a Broer-Kaup system, i.e.,
$$\begin{aligned}&u_{t}+\frac{1}{2} u_{xx}- v_{x} - u u_{x}=0 \;\; , \end{aligned}$$(5a)$$\begin{aligned}&v_{t}-\frac{1}{2} v_{xx} - \left( u v\right) _{x}=0 \;\; , \end{aligned}$$(5b)when \(\alpha =\frac{1}{2}\), \(\beta =1\) and \(\gamma =0\), with u(x, t) standing for the scaled wave horizontal velocity, while v(x, t) related to the wave height and wave horizontal velocity [19, 20] (and references therein);
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for the dispersion water waves in the shallow water, a generalized Broer-Kaup system [21] (and references therein), i.e.,
$$\begin{aligned}&u_{t}=-\alpha \left( u_{x}-u^2-2 v\right) _{x}+\gamma u_{x} \;\; , \end{aligned}$$(6a)$$\begin{aligned}&v_{t}=\alpha \left( v_{x}+2 u v\right) _{x}+\gamma v_{x} \;\; , \end{aligned}$$(6b)when \(\beta =2 \alpha \);
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for the dispersion water waves in the shallow water, a Broer-Kaup system [21] (and references therein), i.e.,
$$\begin{aligned}&u_{t}=\left( -u_{x}+u^2+2 v\right) _{x} \;\; , \end{aligned}$$(7a)$$\begin{aligned}&v_{t}=\left( v_{x}+2 u v\right) _{x} \;\; , \end{aligned}$$(7b)when \(\alpha =1\), \(\beta =2\) and \(\gamma =0\).
However, to our knowledge, for System (1), there have been no scaling-transformation work, Bäcklund-transformation work and similarity-reduction work published as yet. Hereby, for System (1), we employ symbolic computation [22,23,24,25,26,27,28], to construct a scaling transformation, a set of the hetero-Bäcklund transformations and two sets of the similarity reductions.
2 Scaling and hetero-Bäcklund transformations for System (1)
Similar to those in Refs. [29, 30], we work out a scaling transformation:
in which \(\rho \) stands for a positive constant.
Next, on the score of Scaling Transformation (8), assuming thatFootnote 1
making use of symbolic computation, integrating Eq. (1a) once with respect to x with the integration function equal to zero and making a choice of
we obtain
with \(\zeta _1 \ne 0\), \(\zeta _2\) and \(\zeta _3 \ne 0\) as three real constants, the Bell polynomials reported by Refs. [31, 32] as
w(x, t) meaning a \(C^{\infty }\) function of x and t, \(w_{k,l}=\partial ^{k}_{x}\partial ^{l}_{t} w\), \(k=0,\cdots ,m,\,l=0,\cdots ,n\), while m and n representing two non-negative integers.
Similarly, we use symbolic computation and Assumptions (9), integrate Eq. (1b) twice in relation to x with the integration functions equal to zero and choose
so as to find
which is the same as Expression (11).
Then, the assumption,
helps us simplify System (1) into a linear partial differential equation, i.e.,
with h(x, t) representing a positive differentiable function.
Thinking about all the above together, under the constraint
for System (1), we construct one set of the hetero-Bäcklund transformations, i.e.,
We note that
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Eqs. (17) are one set of the hetero-Bäcklund transformations, which could couple the solutions h(x, t) of Eq. (17c) and the solutions u(x, t) and v(x, t) of System (1);
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Eq. (17c) is an already-investigated linear partial differential equation, as seen in Refs. [33, 34];
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Hetero-Bäcklund Transformations (17) are related to \(\gamma \), \(\beta \) and \(\alpha \), the shallow-water coefficients for System (1), under Constraint (16);
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the above work is on the long waves in the shallow water, concerning the wave profile and tangential fluid velocity at the surface.
3 Similarity reductions for System (1)
Making use of symbolic computation and substituting the assumptions,Footnote 2
into System (1) result in
with \(z(x,t) \ne 0\), \(\kappa (x,t) \ne 0\), \(\delta (x,t)\), \(\omega (x,t) \ne 0\) and \(\theta (x,t)\) meaning the to-be-determined differentiable real functions with \(z_{x} z_{t} \ne 0\), the prime sign standing the differentiation on z, while q(z) and p(z) denoting for two differentiable non-zero real functions of z.
Considering Eqs. (19) as a couple of the ordinary differential equations (ODEs) concerning q(z) and p(z), one might require the ratios of the coefficients of different derivatives/powers of q(z) and p(z) to merely represent certain functions of z.
The coefficients of \(p''\) in Eq. (19a) and \(q''\) in Eq. (19b), as the normalizing coefficients in Eqs. (19), respectively, come to
and
with \(\Omega _{i}(z)\)’s (\(i{=}1,\cdots ,7\)) and \(\Gamma _{j}(z)\)’s (\(j{=}1,\cdots ,7\)) meaning certain real to-be-determined functions of z only.
On account of the remarks in Ref. [35], each set of \(\theta (x,t)\), \(\omega (x,t)\), \(\delta (x,t)\), \(\kappa (x,t)\) and z(x, t) can turn to, at least, a similarity reduction.
Ground on the second freedom in Remark 3 in Ref. [35],Footnote 3 Eqs. (20a), (20c) and (21a) give rise to
according to the first freedom in Remark 3 in Ref. [35], Eq. (20b) indicates
and then Eqs. (20d) and (21b) bring about
in which \(\lambda _1 \ne 0\), \(\lambda _2 \ne 0\) and \(\lambda _3\) mean the real constants.
Because the first freedom in Remark 3 in Ref. [35] makes us transform Eqs. (21c) and (21d) into
Eqs. (20e),(20f), (20g), (21e), (21f) and (21g) come to
Since System (1) can be simplified to the following ODEs:
integrating ODEs (27) once with respect to z, separately, we are capable of transforming ODEs (27) into a single ODE, i.e.,
based on
with \(\phi _1\) and \(\phi _2\) representing two real constants of integration.
Taking into consideration all the above in this section, under Constraint (16), we build up the following two sets of the similarity reductions for System (1):
Each of ODEs (30d), as a known ODE, has been presented in Refs. [42, 43]. The reason for the appearance of two sets of Similarity Reductions (30) is that the “±” signs present.
As for the long waves in the shallow water, with respect to the wave profile and tangential fluid velocity at the surface, under Constraint (16), Similarity Reductions (30) are dependent on \(\alpha \), \(\beta \) and \(\gamma \), the shallow-water coefficients for System (1).
4 Conclusions
People are studying hard the shallow water waves. For example, a recent paper in Nonlinear Dyn., Ref. [1], has presented a generalized Broer-Kaup system for the shallow water waves.
In this paper, we have investigated System (1), a generalized Broer-Kaup-Kupershmidt system for the long waves in shallow water. Concerning the horizontal velocity of the water wave as well as the height of the water surface, we have symbolically computedFootnote 4 the following:
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Scaling Transformation (8) and Hetero-Bäcklund Transformations (17), from System (1) to an already-investigated linear partial differential equation, under Constraint (16);
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Similarity Reductions (30), each of which from System (1) to a known ODE, under Constraint (16).
We have found the reason for the appearance of two sets of Similarity Reductions (30), i.e., the presence of the “±” signs.
Both Hetero-Bäcklund Transformations (17) and Similarity Reductions (30) have been seen to be dependent on \(\alpha \), \(\beta \) and \(\gamma \), the shallow-water coefficients for System (1).
Data availability
Data sharing is not applicable to this article as no datasets were generated or analyzed during the current study.
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Acknowledgements
We express our sincere thanks to the Editors and Reviewers for their valuable comments.
Funding
This work has been supported by the National Natural Science Foundation of China under Grant Nos. 11871116 and 11772017, and by the Fundamental Research Funds for the Central Universities of China under Grant No. 20S19XD-A11. X. Y. Gao also thanks the National Scholarship for Doctoral Students of China.
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Gao, XY., Guo, YJ. & Shan, WR. On a generalized Broer-Kaup-Kupershmidt system for the long waves in shallow water. Nonlinear Dyn 111, 9431–9437 (2023). https://doi.org/10.1007/s11071-023-08299-9
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DOI: https://doi.org/10.1007/s11071-023-08299-9