The evolution of large non-breaking waves in intermediate and shallow water. I. Numerical calculations of uni-directional seas

In deep water it is well known that the evolution of the largest waves in realistic, broad-banded frequency spectra is governed by dispersive focusing. However, as the water depth reduces this process weakens and the relative significance of wave modulation is shown to be increasingly important. This leads to very different extreme wave groups, the properties of which are critically dependent upon the local nonlinearity. To explore these effects, and to provide a physical explanation for their occurrence, two complementary wave models are employed. The combined numerical results show that the nature of large uni-directional waves varies depending on the relative water depth. As the water depth reduces, both the bound and resonant interactions become more significant. However, the third-order resonant terms have the most profound influence. By modifying both the amplitude and phase of the underlying linear wave components, the largest waves arise as a local instability within a truncated quasi-regular wave train; the latter appearing because of an initial narrowing of the underlying frequency spectrum. Furthermore, the numerical calculations show that, with large changes in both the spectral shape and the phasing of the wave components, both the maximum crest elevations and wave heights are less than those predicted by linear theory.

[1]  G. Forristall On the statistical distribution of wave heights in a storm , 1978 .

[2]  C. Swan,et al.  A laboratory study of the focusing of transient and directionally spread surface water waves , 2001, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[3]  Vladimir P. Krasitskii,et al.  On reduced equations in the Hamiltonian theory of weakly nonlinear surface waves , 1994, Journal of Fluid Mechanics.

[4]  Tom E. Baldock,et al.  A laboratory study of nonlinear surface waves on water , 1996, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[5]  D. Henderson,et al.  RESONANT INTERACTIONS AMONG SURFACE WATER WAVES , 1993 .

[6]  V. Shrira,et al.  Numerical modelling of water-wave evolution based on the Zakharov equation , 2001, Journal of Fluid Mechanics.

[7]  Walter Craig,et al.  Numerical simulation of gravity waves , 1993 .

[8]  T. Brooke Benjamin,et al.  The disintegration of wave trains on deep water Part 1. Theory , 1967, Journal of Fluid Mechanics.

[9]  K. Hasselmann On the non-linear energy transfer in a gravity-wave spectrum Part 1. General theory , 1962, Journal of Fluid Mechanics.

[10]  D. Peregrine,et al.  Wave Breaking in Deep Water , 1993 .

[11]  Paul M. Hagemeijer,et al.  A New Model For The Kinematics Of Large Ocean Waves-Application As a Design Wave , 1991 .

[12]  Philip Jonathan,et al.  STORM WAVES IN THE NORTHERN NORTH SEA , 1994 .

[13]  Chris Swan,et al.  The evolution of large ocean waves: the role of local and rapid spectral changes , 2007, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[14]  C. Swan,et al.  Nonlinear transient water waves—part I. A numerical method of computation with comparisons to 2-D laboratory data , 1997 .

[15]  M. Longuet-Higgins The effect of non-linearities on statistical distributions in the theory of sea waves , 1963, Journal of Fluid Mechanics.

[16]  C. Swan,et al.  On the nonlinear dynamics of wave groups produced by the focusing of surface–water waves , 2003, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[17]  Chris Swan,et al.  Extreme ocean waves. Part I. The practical application of fully nonlinear wave modelling , 2012 .

[18]  John D. Fenton,et al.  A Fourier method for solving nonlinear water-wave problems: application to solitary-wave interactions , 1982, Journal of Fluid Mechanics.

[19]  K. Hasselmann On the non-linear energy transfer in a gravity wave spectrum Part 2. Conservation theorems; wave-particle analogy; irrevesibility , 1963, Journal of Fluid Mechanics.

[20]  M. Longuet-Higgins,et al.  Changes in the form of short gravity waves on long waves and tidal currents , 1960, Journal of Fluid Mechanics.

[21]  C. Swan,et al.  On the calculation of the water particle kinematics arising in a directionally spread wavefield , 2003 .

[22]  Michel Benoit,et al.  The effect of third-order nonlinearity on statistical properties of random directional waves in finite depth , 2009 .

[23]  Vladimir E. Zakharov,et al.  Stability of periodic waves of finite amplitude on the surface of a deep fluid , 1968 .

[24]  Bruce M. Lake,et al.  Nonlinear Dynamics of Deep-Water Gravity Waves , 1982 .

[25]  K. Hasselmann On the non-linear energy transfer in a gravity-wave spectrum. Part 3. Evaluation of the energy flux and swell-sea interaction for a Neumann spectrum , 1963, Journal of Fluid Mechanics.

[26]  C. Swan,et al.  On the efficient numerical simulation of directionally spread surface water waves , 2001 .

[27]  Eliezer Kit,et al.  Evolution of a nonlinear wave field along a tank: experiments and numerical simulations based on the spatial Zakharov equation , 2001, Journal of Fluid Mechanics.

[28]  Peter A. E. M. Janssen,et al.  The Intermediate Water Depth Limit of the Zakharov Equation and Consequences for Wave Prediction , 2007 .

[29]  Dick K. P. Yue,et al.  Deep-water plunging breakers: a comparison between potential theory and experiments , 1988 .

[30]  J. N. Sharma,et al.  Second-Order Directional Seas and Associated Wave Forces , 1981 .

[31]  G. Lindgren,et al.  Some Properties of a Normal Process Near a Local Maximum , 1970 .

[32]  O. Phillips On the dynamics of unsteady gravity waves of finite amplitude Part 1. The elementary interactions , 1960, Journal of Fluid Mechanics.

[33]  John W. Dold,et al.  STEEP UNSTEADY WATER WAVES: AN EFFICIENT COMPUTATIONAL SCHEME , 1984 .

[34]  M. Stiassnie,et al.  Discretization of Zakharov's equation , 1999 .