Modified Boussinesq equations and associated parabolic models for water wave propagation

Author:

Chen Yongze,Liu Philip L.-F.

Abstract

The modified Boussinesq equations given by Nwogu (1993a) are rederived in terms of a velocity potential on an arbitrary elevation and the free surface displacement. The optimal elevation where the velocity potential should be evaluated is determined by comparing the dispersion and shoaling properties of the linearized modified Boussinesq equations with those given by the linear Stokes theory over a range of depths from zero to one half of the equivalent deep-water wavelength. For regular waves consisting of a finite number of harmonics and propagating over a slowly varying topography, the governing equations for velocity potentials of each harmonic are a set of weakly nonlinear coupled fourth-order elliptic equations with variable coefficients. The parabolic approximation is applied to these coupled fourth-order elliptic equations for the first time. A small-angle parabolic model is developed for waves propagating primarily in a dominant direction. The pseudospectral Fourier method is employed to derive an angular-spectrum parabolic model for multi-directional wave propagation. The small-angle model is examined by comparing numerical results with Whalin's (1971) experimental data. The angular-spectrum model is tested by comparing numerical results with the refraction theory of cnoidal waves (Skovgaard & Petersen 1977) and is used to study the effect of the directed wave angle on the oblique interaction of two identical cnoidal wavetrains in shallow water.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference25 articles.

1. Nwogu, O. 1993a Alternative form of Boussinesq equations for nearshore wave propagation.J. Waterway, Port, Coastal, Ocean Engng, ASCE 119,618–638.

2. Kirby, J. T. 1990 Modelling shoaling directional wave spectra in shallow water.InProc. 22nd Int. Conf. on Coastal Engineering, Delft, The Netherlands, pp.109–122.

3. Madsen, P. A. , Murray, R. & Sørensen, O. R. 1991 A new form of the Boussinesq equations with improved linear dispersion characteristics.Coastal Engng 15,371–388.

4. McCowan, A. D. & Blackman, D. R. 1989 The extension of Boussinesq type equations to modelling short waves in deep water.InProc. 9th Australasian Conference on Coastal and Ocean Engineering, Adelaide Australia, pp.412–416.

5. Madsen, P. A. & Sørensen, O. R. 1993 Bound waves and triad interactions in shallow water.Ocean Engng 20,359–388.

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