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Journal article

A Fourier-Boussinesq method for nonlinear water waves

From

Coastal, Maritime and Structural Engineering, Department of Mechanical Engineering, Technical University of Denmark1

Department of Mechanical Engineering, Technical University of Denmark2

Technion-Israel Institute of Technology3

A Boussinesq method is derived that is fully dispersive, in the sense that the error of the approximation is small for all 0⩽kh<∞ (k the magnitude of the wave number and h the water depth). This is made possible by introducing the generalized (2D) Hilbert transform, which is evaluated using the fast Fourier transform.

Variable depth terms are derived both in mild-slope form, and in augmented mild-slope form including all terms that are linear in derivatives of h. A spectral solution is used to solve for highly nonlinear steady waves using the new equations, showing that the fully dispersive behavior carries over to nonlinear waves.

A finite-difference–FFT implementation of the method is also described and applied to more general problems including Bragg resonant reflection from a rippled bottom, waves passing over a submerged bar, and nonlinear shoaling of a spectrum of waves from deep to shallow water.

Language: English
Year: 2005
Pages: 255-274
ISSN: 18737390 and 09977546
Types: Journal article
DOI: 10.1016/j.euromechflu.2004.06.006
ORCIDs: Bingham, Harry

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