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Why rogue waves occur atop abrupt depth transitions

Published online by Cambridge University Press:  26 May 2021

Yan Li*
Affiliation:
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, UKDepartment of Energy and Process Engineering, Norwegian University of Science and Technology, N-7491 Trondheim, Norway
Samuel Draycott
Affiliation:
Department of Mechanical, Aerospace and Civil Engineering, University of Manchester, Manchester M13 9PL, UK
Yaokun Zheng
Affiliation:
State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, PR China
Zhiliang Lin
Affiliation:
State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, PR China
Thomas A.A. Adcock
Affiliation:
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, UK
Ton S. van den Bremer
Affiliation:
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, UKFaculty of Civil Engineering and Geosciences, Delft University of Technology, 2628 CD Delft, The Netherlands
*
†Email address for correspondence: yan.li@ntnu.no

Abstract

Abrupt depth transitions (ADTs) have recently been identified as potential causes of ‘rogue’ ocean waves. When stationary and (close-to-) normally distributed waves travel into shallower water over an ADT, distinct spatially localized peaks in the probability of extreme waves occur. These peaks have been predicted numerically, observed experimentally, but not explained theoretically. Providing this theoretical explanation using a leading-order-physics-based statistical model, we show, by comparing to new experiments and numerical simulations, that the peaks arise from the interaction between linear free and second-order bound waves, also present in the absence of the ADT, and new second-order free waves generated due to the ADT.

Information

Type
JFM Rapids
Copyright
© The Author(s), 2021. Published by Cambridge University Press
Figure 0

Figure 1.Experimental set-up.

Figure 1

Table 1.Parameters of the laboratory experiments and fully nonlinear numerical simulations. The shallower water depth is $h_s = h_d - 0.35$ m; the bandwidth is $\delta =1/(k_{0}\sigma _0)$; $H_{m0}$ is the measured significant wave height of the entire signal (the table shows its value obtained at the first gauge on the deeper side); $H_s=4\sqrt {\mu _0}$ is the significant wave height of the linearized surface elevation on the deeper side; the steepness is $\epsilon =k_0 H_s/2$; $\varGamma (kh)=\epsilon C_{22b}(kh)/(kh)^3$ denotes a parameter that measures the degree of nonlinearity relative to depth (Toffoli et al.2007), with $C_{22,b}$ defined by (2.2b); and $N_1$ and $N_2$ denote the total number of the random realizations per case in experiments and numerical simulations, respectively.

Figure 2

Figure 2.Spatial variation of skewness $s$, comparing theoretical prediction by (2.7), experiments and numerical simulations (‘FNPFS’) with $\lambda _{0s}$ the peak wavelength (step at $x=0$). The (small) error bars for the experiments and the thickness of the blue line for the numerics denote $\pm$ one standard deviation either side of the mean. Panels (a–d) correspond to the cases in table 1.

Figure 3

Figure 3.Spatial variation of kurtosis $\kappa$, comparing theoretical prediction by (2.8), experiments and numerical simulations (‘FNPFS’) with $\lambda _{0s}$ the peak wavelength (step at $x=0$). The (small) error bars for the experiments and the thickness of the blue line for the numerics denote $\pm$ one standard deviation either side of the mean. Panels (a–d) correspond to the cases in table 1.

Figure 4

Figure 4.Crest exceedance probability distribution at four locations (a) and the probability of rogue waves as a function of space (b) for case A, comparing the theoretical prediction by (2.12), experiments and numerical simulations (‘FNPFS’) (step at $x=0$).