On cross-waves

Author:

Garrett C. J. R.

Abstract

Cross-waves are standing waves with crests at right angles to a wave-maker. They generally have half the frequency of the wave-maker and reach a steady state at some finite amplitude. A second-order theory of the modes of oscillation of water in a tank with a free surface and wave-makers at each end leads to a form of Mathieu's equation for the amplitude of the cross-waves, which are thus an example of parametric resonance and may be excited at half the wave-maker frequency if this is within a narrow band. The excitation depends on the amplitude of the wave-maker at the surface and the integral over depth of its amplitude. Cross-waves may be excited even if the mean free surface is stationary. The effects of finite amplitude are that the cross-waves approach a steady state such that a given amplitude is achieved at a frequency greater than that for free waves by an amount proportional to the amplitude of the wave-maker. The theory agrees reasonably well with the experimental results of Lin & Howard (1960). The amplification of the cross-waves may be understood in terms of the rate of working of the wave-maker against transverse stresses associated with the cross-waves, one located at the surface and the other equal to Miche's (1944) depth-independent second-order pressure. The theory applies to the situation where the primary motion consists of standing waves and the cross-waves are constant in amplitude away from the wave-maker, but certain generalizations may be made to the situation where the primary waves are progressive and the cross-waves decay away from the wave-maker.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference12 articles.

1. Lin, J. D. & Howard, L. N. 1960 Non-linear standing waves in a rectangular tank due to forced oscillation.M.I.T. Hydrodynamics Laboratory Technical Report 44.

2. Spens, P. 1954 Report on wave research. Cross waves.Tech. Memo. Admiralty Experiment Works, Haslar, England.

3. Miche, M. 1944 Mouvements ondulatoires de la mer en profondeur constante ou décroissante.Ann. Ponts et Chaussées,114,25,131,270,396.

4. Penney, W. G. & Price, A. T. 1952 Finite periodic stationary gravity waves in a perfect liquid.Phil. Trans. Roy. Soc. A244,254.

5. Bowen, A. J. & Inman, D. L. 1969 Rip currents. 2. Laboratory and field observations.J. Geophys. Res. 74,5479.

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