Abstract

Abstract. Spatial variation of nonlinear wave groups with different initial envelope shapes is theoretically studied first, confirming that the simplest nonlinear theoretical model is capable of describing the evolution of propagating wave packets in deep water. Moreover, three groups of laboratory experiments run in the wave basin of CEHIPAR (Canal de Experiencias Hidrodinámicas de El Pardo, known also as El Pardo Model Basin) was founded in 1928 by the Spanish Navy. are systematically compared with the numerical simulations of the nonlinear Schrödinger equation. Although a little overestimation is detected, especially in the set of experiments characterized by higher initial wave steepness, the numerical simulation still displays a high degree of agreement with the laboratory experiments. Therefore, the nonlinear Schrödinger equation catches the essential characteristics of the extreme waves and provides an important physical insight into their generation. The modulation instability, resulting from the quasi-resonant four-wave interaction in a unidirectional sea state, can be indicated by the coefficient of kurtosis, which shows an appreciable correlation with the extreme wave height and hence is used in the modified Edgeworth–Rayleigh distribution. Finally, some statistical properties on the maximum wave heights in different sea states have been related with the initial Benjamin–Feir index.

Highlights

  • In the past, the free surface elevation in deep water is assumed to follow a Gaussian structure and is modeled as the linear superposition of a large number of elementary wavelets with Rayleigh distributed amplitudes and random phases (Longuet-Higgins, 1952)

  • Three groups of laboratory experiments run in the wave basin of CEHIPAR (Canal de Experiencias Hidrodinámicas de El Pardo, known as El Pardo Model Basin) was founded in 1928 by the Spanish Navy. are systematically compared with the numerical simulations of the nonlinear Schrödinger equation

  • A little overestimation is detected, especially in the set of experiments characterized by higher initial wave steepness, the numerical simulation still displays a high degree of agreement with the laboratory experiments

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Summary

Introduction

The free surface elevation in deep water is assumed to follow a Gaussian structure and is modeled as the linear superposition of a large number of elementary wavelets with Rayleigh distributed amplitudes and random phases (Longuet-Higgins, 1952). The influence of nonlinearity on the prediction of extreme wave heights is investigated and some statistical characteristics of maximum wave height are presented on the basis of the initial Benjamin–Feir index (BFI) This complements similar experimental work and analysis performed in Onorato et al (2006) and Mori et al (2007), by using new experimental data.

Theory
Facilities and experimental data
Wave envelopes
Exceedance distribution
Statistics on maximum wave heights
Conclusions
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