Abstract
A coupled-mode model is developed for the wave–current–seabed interaction problem with application to wave propagation and scattering by non-homogeneous currents of general vertical structure in variable bathymetry regions. The formulation is based on a velocity representation defined by a series of local vertical modes containing the propagating and evanescent modes, able to analytically treat the continuity condition and the bottom boundary condition on sloping parts of the seabed. Using the above representation in Euler equations, a coupled system of differential equations on the horizontal plane is derived with respect to the unknown horizontal velocity modal amplitudes. Under the assumption of small-amplitude waves, the system is linearized, and the dispersion characteristics of the model are studied for arbitrary vertical distribution of the mean flow indicating very fast convergence of the modal series over the whole frequency band of interest. Furthermore, interesting cases of wave–seabed–current interactions are studied and numerical results are compared against available experimental data indicating a very good performance.
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Acknowledgements
The support of Kostas Belibassakis to visit Université de Toulon is greatly acknowledged. The invitation of Julien Touboul by the National Technical University of Athens, partially supported by the French DGA, is also deeply acknowledged.
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Appendices
Expansion of the momentum equations on the eigenfunctions basis
Starting from Eq. (21), we now introduce the expansions (7–8). Proceeding term by term, we obtain
where \(Z_n^{(3)}\) is defined by
The expressions of \(\mathcal {E}_1\), \(\mathcal {E}_2\), \(\mathcal {F}_1\) and \(\mathcal {F}_2\) involving the vorticity fields, we start by expressing these components on the basis. We obtain
where \(Z_n^{(0)}\) is defined by \(Z_n^{(0)}=\partial Z_n^{(1)}/\partial z\). Thus
A similar derivation can be performed for \(\mathcal {E}_2\), and we obtain
where \((\Omega _{0_1}, \Omega _{0_2}, \Omega _{0_3})\) refer to the mean flow vorticity, and are provided by
The scalar functions \(\mathcal {F}_1\) and \(\mathcal {F}_2\) are also given by
and
Detailed expression of the coefficients
In the present work, this system is investigated in the framework of two-dimensional flows. Under this hypothesis, the system is much more readable, and reduces to
The coefficients are thus provided by
and
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Touboul, J., Belibassakis, K. A novel method for water waves propagating in the presence of vortical mean flows over variable bathymetry. J. Ocean Eng. Mar. Energy 5, 333–350 (2019). https://doi.org/10.1007/s40722-019-00151-w
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DOI: https://doi.org/10.1007/s40722-019-00151-w