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Heavy tails and probability density functions to any nonlinear order for the surface elevation in irregular seas

Published online by Cambridge University Press:  24 April 2024

Mathias Klahn
Affiliation:
Odeon A/S, DTU Science Park, 2800 Kgs. Lyngby, Denmark
Yanyan Zhai
Affiliation:
Department of Civil and Mechanical Engineering, Technical University of Denmark, 2800 Kgs. Lyngby, Denmark
David R. Fuhrman*
Affiliation:
Department of Civil and Mechanical Engineering, Technical University of Denmark, 2800 Kgs. Lyngby, Denmark
*
Email address for correspondence: drfu@dtu.dk

Abstract

The probability density function (PDF) for the free surface elevation in an irregular sea has an integral formulation when based on the cumulant generating function. To leading order, the result is Gaussian, whereas nonlinear extensions have long been limited to Gram–Charlier series approximations. As shown recently by Fuhrman et al. (J. Fluid Mech., vol. 970, 2023, A38), however, the second-order integral can be represented exactly in closed form. The present work extends this further, enabling determination of this PDF to even higher orders. Towards this end, a new ordinary differential equation (ODE) governing the PDF is first derived. Asymptotic solutions in the limit of large surface elevation are then found, utilizing the method of dominant balance. These provide new analytical forms for the positive tail of the PDF beyond second order. These likewise clarify how high-order cumulants (involving statistical moments such as the kurtosis) govern the tail, which is shown to get heavier with each successive order. The asymptotic solutions are finally utilized to generate boundary conditions, such that the governing ODE may be solved numerically, enabling novel determination of the PDF at third and higher order. Successful comparisons with challenging data sets confirm accuracy. The methodology thus enables the PDF of the surface elevation to be determined numerically, and the asymptotic tail analytically, to any desired order. Results are worked out explicitly up to fifth order. The theoretical probability of extreme surface elevations (typical of rogue waves) may thus be assessed quantitatively for highly nonlinear irregular seas, requiring only relevant statistical quantities as input.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2024. Published by Cambridge University Press.
Figure 0

Table 1. The coefficients in the asymptotic expansion of $A$ (see (4.22)) for different nonlinear orders $N$. ‘NN’ signifies that the coefficient is not needed in the expansion.

Figure 1

Table 2. The first six cumulants expressed in terms of the skewness $\mathcal {S}$, kurtosis $\mathcal {K}$, hyperskewness $\mathcal {S}_h\equiv \langle \zeta ^5\rangle$ and hyperkurtosis $\mathcal {K}_h\equiv \langle \zeta ^6\rangle$.

Figure 2

Figure 1. Example solutions depicting numerical $p(\zeta )$ (solid lines) and analytic asymptotic tail solutions (dashed lines) to (a) third, (b) fourth and (c) fifth order. Parameters utilized are as indicated in table 3.

Figure 3

Table 3. Summary of parameters utilized in the example PDFs presented in figure 1.

Figure 4

Table 4. Summary of cases considered in the present work.

Figure 5

Figure 2. Comparison of the PDF computed from the second-order directionally spread irregular wave theory of Madsen & Fuhrman (2012, referred to as MF12) (circles, with error bars) with linear theory (blue dotted line), second-order theory of FKZ (green dashed line), and the present third-order solution (solid line).

Figure 6

Figure 3. Snapshot of the surface elevation in the vicinity of the largest surface elevation generated by the fully nonlinear model of Klahn et al. (2021c). The horizontal axes are to scale, whereas the vertical axis is exaggerated by a factor of two. The horizontal area shown is $4\lambda _p\times 4\lambda _p$.

Figure 7

Figure 4. Example free surface elevation along the line containing the largest crest generated by the fully nonlinear wave model. The inset depicts a zoomed-in region immediately surrounding the largest crest. The variable $x_p$ denotes the $x$-position of the largest value of $\zeta$.

Figure 8

Figure 5. Comparison of the PDF computed from the fully nonlinear model (circles, with error bars) with linear theory (blue dotted line), second-order theory of FKZ (green dashed line), and the present third-order (red dash-dotted line) and fourth-order solutions (solid line).

Figure 9

Figure 6. Example time series involving the largest crests (occurring at time $t=t_p$) from experiments of Trulsen et al. (2020). The inset depicts the region immediately surrounding the largest crest.

Figure 10

Figure 7. Comparison of the PDF from the experiments of Trulsen et al. (2020) (circles with error bars) with linear theory (blue dotted line) and second-order FKZ distribution (green dashed line), as well as the present third- (red dash-dotted line), fourth- and fifth-order (solid lines) solutions.

Figure 11

Table 5. Exceedance probabilities for the case considered of Trulsen et al. (2020).

Figure 12

Figure 8. Comparison of the PDF from the experiments of Trulsen et al. (2020) (circles with error bars) with the present fifth-order solution (solid line), the Tayfun (1980) second-order distribution (6.7) (red dashed line) and the Longuet-Higgins (1963, referred to as LH63) third-order distribution (6.5) (blue dotted line).