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A model of water wave ‘horse-shoe’ patterns

Published online by Cambridge University Press:  26 April 2006

Victor I. Shrira
Affiliation:
P. P. Shirshov Institute of Oceanology, Russian Academy of Sciences, 23 Krasikov str., Moscow 117218, Russia
Sergei I. Badulin
Affiliation:
P. P. Shirshov Institute of Oceanology, Russian Academy of Sciences, 23 Krasikov str., Moscow 117218, Russia
Christian Kharif
Affiliation:
Institut de Recherche sur les Phenomenes Hors Equilibre, Laboratoire Interactions Ocean Atmosphere, 163 Avenue de Luminy — Case 903, 13288 Marseille Cedex 9, France

Abstract

The work suggests a simple qualitative model of the wind wave ‘horse-shoe’ patterns often seen on the sea surface. The model is aimed at explaining the persistent character of the patterns and their specific asymmetric shape. It is based on the idea that the dominant physical processes are quintet resonant interactions, input due to wind and dissipation, which balance each other. These processes are described at the lowest order in nonlinearity. The consideration is confined to the most essential modes: the central (basic) harmonic and two symmetric oblique satellites, the most rapidly growing ones due to the class II instability. The chosen harmonics are phase locked, i.e. all the waves have equal phase velocities in the direction of the basic wave. This fact along with the symmetry of the satellites ensures the quasi-stationary character of the resulting patterns.

Mathematically the model is a set of three coupled ordinary differential equations for the wave amplitudes. It is derived starting with the integro-differential formulation of water wave equations (Zakharov's equation) modified by taking into account small (of order of quartic nonlinearity) non-conservative effects. In the derivation the symmetry properties of the unperturbed Hamiltonian system were used by taking special canonical transformations, which allow one exactly to reduce the Zakharov equation to the model.

The study of system dynamics is focused on its qualitative aspects. It is shown that if the non-conservative effects are neglected one cannot obtain solutions describing persistent asymmetric patterns, but the presence of small non-conservative effects changes drastically the system dynamics at large times. The main new feature is attractive equilibria, which are essentially distinct from the conservative ones. For the existence of the attractors a balance between nonlinearity and non-conservative effects is necessary. A wide class of initial configurations evolves to the attractors of the system, providing a likely scenario for the emergence of the long-lived three-dimensional wind wave patterns. The resulting structures reproduce all the main features of the experimentally observed horse-shoe patterns. In particular, the model provides the characteristic ‘crescent’ shape of the wave fronts oriented forward and the front-back asymmetry of the wave profiles.

Type
Research Article
Copyright
© 1996 Cambridge University Press

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References

Badulin, S. I. & Shrira, V. I. 1996 On the Hamiltonian description of water wave instabilities. Physica D (submitted).Google Scholar
Badulin, S. I., Shrira, V. I., Kharif, C. & Ioualalen, M. 1995 On two approaches to the problem of instability of short-crested water waves. J. Fluid Mech. 303, 297325.Google Scholar
Belcher, S. & Hunt, J. C. R. 1993 Turbulent shear flow over slowly moving waves. J. Fluid Mech. 251, 109148.Google Scholar
Bliven, L. F., Huang, N. E. & Long, S. R. 1986 Experimental study of the influence of wind on Benjamin-Feir sideband instability. J. Fluid Mech. 162, 237260.Google Scholar
Craik, A. D. 1986 Wave Interactions and Fluid Flows. Cambridge University Press.
Elgar, S. & Guza, R. T. 1985 Observations of bispectra of shoaling surface gravity waves. J. Fluid Mech. 161, 425448.Google Scholar
Kharif, C. & Ramamonjiarisoa, A. 1990 On the stability of gravity waves on deep water. J. Fluid Mech. 218, 163170.Google Scholar
Krasitskii, V. P. 1990 Canonical transformation in a theory of weakly nonlinear waves with a nondecay dispersion law. Sov. Phys. JETP (Eng.transl.) 71(5), 921927.Google Scholar
Krasitskii, V. P. 1994 On reduced Hamiltonian equations in the nonlinear theory of water surface waves. J. Fluid Mech. 272, 120.Google Scholar
Kusaba, T. & Mitsuyasu, H. 1986 Nonlinear instability and evolution of steep water waves under wind action Rep. Res. Inst. Appl. Mech. Kyushu University 33, No.101, 3364.Google Scholar
Leykin, I. A., Donelan, M. A., Mellen, R. H. & McLaughlin, D. J. 1995 Asymmetry of wind waves studied in a laboratory tank. Nonlinear Proc. Geophys. 2, No.3/4, 280289.Google Scholar
McLean, J. W. 1982 Instabilities of finite-amplitude water waves. J. Fluid Mech. 114, 315330.Google Scholar
McLean, J., Ma, Y. C., Martin, D. V., Saffman, P. G. & Yuen, H. C. 1981 Three-dimensional instability of finite-amplitude water waves. Phys. Rev. Lett. 46, 817820.Google Scholar
Meiron, D. I., Saffman, P. G. & Yuen, H. C. 1982 Calculation of steady three-dimensional deep-water waves. J. Fluid Mech. 124, 109121.Google Scholar
Miles, J. 1994 Surface-wave generation revisited. J. Fluid Mech. 256, 427441.Google Scholar
Saffman, P. G. & Yuen, H. C. 1980 A new type of three-dimensional deep-water waves of permanent form. J. Fluid Mech. 101, 797808.Google Scholar
Saffman, P. G. & Yuen, H. C. 1985 Three-dimensional waves on deep water. Advances in Nonlinear Waves (ed. L. Debnath), Research Notes in Mathematics, vol. 111, pp. 130. Pitman.
Shemer, L. & L. Stiassnie, M. 1985 Initial instability and long-time evolution of Stokes waves. In The Ocean Surface (ed. Y. Toba & H. Mitsuyasu), pp. 5157. D. Reidel.
Sriassnie, M. & Shemer, L. 1987 Energy computations for evolution of class I and II instabilities of Stokes waves. J. Fluid Mech. 174, 299312.Google Scholar
Su, M.-Y. 1982 Three- dimensional deep-water waves. Part I. Experimental measurements of skew and symmetric wave patterns. J. Fluid Mech. 124, 73108.Google Scholar
Su, M.-Y., Bergin, M., Marler, P. & Myrick, R. 1982 Experiments on non-linear instabilities and evolution of steep gravity-wave trains. J. Fluid Mech. 124, 4572.Google Scholar
Weiland, J. & Wilhelmsson, H. 1977 Coherent Non-linear Interaction of Waves in Plasmas. Pergamon Press.
Zakharov, V. E. 1968 Stability of periodic waves of finite amplitude on the surface of a deep fluid. J. Appl. Mech. Tech. Phys. (USSR) 9, 8694.Google Scholar
Zufiria, J. A. 1987 Non-symmetric gravity waves on water of infinite depth. J. Fluid Mech. 181, 1739.Google Scholar