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Solitary wave-mean flow interaction in strongly nonlinear dispersive shallow water waves

Published online by Cambridge University Press:  08 August 2025

Thibault Congy
Affiliation:
Department of Mathematics, Physics and Electrical Engineering, Northumbria University, Newcastle upon Tyne, UK
Gennady El
Affiliation:
Department of Mathematics, Physics and Electrical Engineering, Northumbria University, Newcastle upon Tyne, UK
Sergey Gavrilyuk*
Affiliation:
CNRS, IUSTI, UMR, Aix Marseille Univ, Marseille, France
Mark Hoefer
Affiliation:
Department of Applied Mathematics, University of Colorado, Boulder, Colorado, USA
Keh–Ming Shyue
Affiliation:
Ocean Center, National Taiwan University, Taipei, Taiwan
*
Corresponding author: Sergey Gavrilyuk; Email: sergey.gavrilyuk@univ-amu.fr
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Abstract

The interaction of a solitary wave and a slowly varying mean background or flow for the Serre-Green-Naghdi (SGN) equations is studied using Whitham modulation theory. The exact form of the three SGN-Whitham modulation equations – two for the mean horizontal velocity and depth decoupled from one for the solitary wave amplitude field – is obtained in the solitary wave limit. Although the three equations are not diagonalizable, the restriction of the full system to simple waves for the mean equations is diagonalized in terms of Riemann invariants. The Riemann invariants are used to analytically describe the head-on and overtaking interactions of a solitary wave with a rarefaction wave and dispersive shock wave (DSW), leading to scenarios of solitary wave trapping or transmission by the mean flow. The analytical results for overtaking interactions prove that a simpler, approximate approach based on the DSW fitting method is accurate to the second order in solitary wave amplitude, beyond the first order accurate Korteweg-de Vries approximation. The analytical results also accurately predict the SGN DSW’s solitary wave edge amplitude and speed. The analytical results are favourably compared with corresponding numerical solutions of the full SGN equations. Because the SGN equations model the bi-directional propagation of strongly nonlinear, long gravity waves over a flat bottom, the analysis presented here describes large amplitudesolitary wave-mean flow interactions in shallow water waves.

Information

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2025. Published by Cambridge University Press.
Figure 0

Figure 1. Scenarios of the solitary wave-mean flow interaction in shallow water waves. (a, c) Solitary wave transmission; (b, d) solitary wave trapping. Reproduced, with permission, from [1].

Figure 1

Figure 2. Relations (3.7) between the velocity of a fast (slow) solitary wave and the corresponding long-wave velocity $V_+$ ($V_-$) are represented schematically on the left (right).

Figure 2

Figure 3. Left: comparison between the exact Riemann invariant $Q_+$ (5.9) (solid line) and its convex approximation $\tilde {Q}_+$(5.19) (dashed line); Right: the difference $\Delta= (Q_+ - \tilde Q_+)/ \overline h$.

Figure 3

Figure 4. (a) Variation of $f_+(z)$. (b) The critical transmission curve $z_{\min}^2(h_+/h_-)$ for the overtaking interaction between a fast solitary wave and a fast RW ($h_- \lt h_+$) given by the exact formula (5.25) (continuous line) and the convex approximation formula (5.26) (dashed line). (c) Relation between $z_{+}^2$ and $z_{-}^2$ for the interaction with a fast RW, $(h_-,h_+)=(1,1.5)$ (solid line) and a fast DSW, $(h_-,h_+)=(1.5,1)$ (dashed line).

Figure 4

Figure 5. (a) Variation of $f_-(z)$. (b) Relation between $z_+^2$ and $z_-^2$ for the head on interaction of a fast solitary wave with a slow DSW, $(h_-,h_+)=(1,1.5)$ (solid line) and a slow RW, $(h_-,h_+)=(1.5,1)$ (dashed line).

Figure 5

Figure 6. DSW lead solitary wave amplitude. Solid line: mean-field DSW solution (5.28); dashed line: DSW fitting formula (5.29); circles: SGN numerical simulations.

Figure 6

Figure 7. Left figure: Comparison between the transmission relation (5.23) and the numerical simulation for the fast solitary wave interaction with a fast RW (dashed red line) and a slow rarefaction wave (solid blue line). Middle figure: an example of the interaction with a fast RW. Right figure: an example of the interaction with a slow RW.

Figure 7

Figure 8. Left figure: comparison between the transmission relation (5.23) and the numerical simulation for the fast solitary wave interaction with a fast DSW (dashed red line) and a slow DSW (solid blue line). Middle figure: an example of the interaction with a fast DSW. Right figure: an example of the interaction with a slow DSW.