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A new probability density function for the surface elevation in irregular seas

Published online by Cambridge University Press:  06 September 2023

David R. Fuhrman*
Affiliation:
Department of Civil and Mechanical Engineering, Technical University of Denmark, 2800 Kgs. Lyngby, Denmark
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
*
Email address for correspondence: drfu@dtu.dk

Abstract

To date, the predominant means for computing the probability density function (p.d.f.) for the free surface elevation of a nonlinear, irregular water wave field, free of assumptions involving narrow-bandedness and small directionality, is the approximate Gram–Charlier series solution of Longuet-Higgins (J. Fluid Mech., vol. 17, 1963, pp. 459–480, hereafter LH63). In this paper we re-visit the derivation of this p.d.f. to second order in the wave steepness, utilizing both moment and cumulant generating functions. We show that LH63's approximate solution based on the cumulant generating function, in fact, matches that derived from the moment generating function. Moreover, through a change of variables coupled with complex analysis, it is shown that the approximation employed by LH63 is unnecessary, and the second-order p.d.f. stemming from the cumulant generating function can be represented exactly in terms of the Airy function. The new second-order p.d.f. predicts increased probability of extreme positive surface elevations typical of e.g. rogue waves, relative to both second- and third-order solutions of LH63. This heavy positive tail is inherent, and is explained through comparison of the asymptotic limits of the p.d.f.s for large surface elevations. A semi-theoretical method is also proposed for remedying non-physical spurious oscillations that arise in the negative tail, based on the envelope of the Airy function with negative arguments. This modified negative tail is valid for irregular wave fields having skewness less than or equal to 0.2. The new p.d.f.s are compared against those based on data sets generated from second-order irregular wave theory as well as a fully nonlinear, spectrally accurate numerical wave model. Good accuracy is collectively demonstrated for directionally spread irregular seas in both finite and infinite water depths for a range of directional spreading.

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), 2023. Published by Cambridge University Press.
Figure 0

Figure 1. The contour $\varGamma = \cup _{n = 1}^4 \varGamma _n$, which should be considered in the limit where $R$ tends to $\infty$. The arrows indicate the direction of integration along the segments.

Figure 1

Figure 2. Comparison of the p.d.f. from (2.31) (full line) with the second- (dashed line) and third-order (dotted line) approximations of LH63, from (3.4). All cases use $\mathcal {S}=0.30$, with the LH63 third-order result additionally using $\mathcal {K}=3.1$. Note the non-physical oscillations for $\zeta \lesssim -2.8$ exhibited by all three distributions.

Figure 2

Table 1. Summary statistics from the data generated using the second-order irregular wave theory of Madsen & Fuhrman (2012). All cases utilize finite depth $k_ph=1.2$ and directional spreading parameter $N_D=50$.

Figure 3

Table 2. Summary statistics for the data generated from fully nonlinear numerical simulations. All cases utilize directional-spreading parameter $N_D=2$.

Figure 4

Figure 3. Comparison of the asymptotic forms (as $\zeta \to \infty$) of the p.d.f.s. Lines correspond to the present second-order theory (4.1) (full line), the second- (4.2) (dashed line) and third-order (4.3) (dotted line) approximations of LH63, as well as the Gaussian distribution (2.39) (dashed-dotted line). With the exception of the Gaussian distribution, all cases use $\mathcal {S}=0.30$. Note the heavy tail exhibited by the present distribution (full line).

Figure 5

Figure 4. Plot demonstrating the behaviour of the Airy functions $\text {Ai}(\chi )$ and $\text {Bi}(\chi )$, their envelope $\mbox {Ci}(\chi )$ as well as its asymptotic form $\mbox{Ci}(\chi)\sim{\rm \pi}^{-1/2}(-\chi)^{-1/4}$.

Figure 6

Figure 5. Integral and statistical moments computed from the modified p.d.f. (5.3). All integrals have been shifted and/or normalized as indicated in the legend, such that plotted quantities should theoretically be zero.

Figure 7

Figure 6. Comparison of p.d.f.s from (5.3) (full line) and (2.31) (dashed line), with $\mathcal {S}=0.2$. Note the removal of spurious oscillations in the negative tail using (5.3).

Figure 8

Figure 7. Example time series involving the largest crests (occurring at time $t=t_p$) generated by the irregular, directionally spread wave theory of Madsen & Fuhrman (2012) to second order. Insets depicting the region immediately surrounding the largest crest are added on each panel. Cases utilize $k_ph=1.2$ and $N_D=50$ coupled with linear steepness (a) $\varepsilon =0.10$, (b) 0.15 and (c) 0.20.

Figure 9

Figure 8. Time series segment containing the famous ‘New Year’ rogue wave measured from the Draupner oil platform in the North Sea on 1 January 1995.

Figure 10

Figure 9. Comparison of p.d.f.s computed from the second-order directionally spread irregular wave theory of Madsen & Fuhrman (2012, referred to as MF12) (circles, with error bars) with (3.4) from LH63 (second order, dashed lines; third order, dashed-dotted lines) and the present work using (a) (5.3) and (b,c) (2.31) (full lines). Cases utilize $k_ph=1.2$ and $N_D=50$ coupled with (a) $\varepsilon =0.1007$, (b) 0.1524 and (c) 0.2057, with other statistical quantities given in table 1.

Figure 11

Figure 10. Example free surface elevation along the line containing the largest crest generated by the fully nonlinear wave model of Klahn et al. (2021c) for the case with $k_ph=1.5$, $N_D=2$ and $\varepsilon =0.1270$. The inset depicts a zoomed-in region immediately surrounding the largest crest. Variable $x_p$ denotes the $x$ position of the highest crest peak.

Figure 12

Figure 11. Snapshot of the surface elevation in the vicinity of the largest rogue wave crest generated by the fully nonlinear model of Klahn et al. (2021c) for the case with $k_ph=1.5$, $N_D=2$ and $\varepsilon =0.1270$. 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 13

Figure 12. Comparison of the p.d.f.s from (a) (2.31) and (b,c) (5.3) (full lines) with those from data generated using the fully nonlinear model of Klahn et al. (2021c) (circles, with error bars). The Gaussian distribution (dotted lines) and those from LH63 (second order, dashed lines; third order, dashed-dotted lines) are also provided as a reference. Cases utilize $N_D=2$ coupled with (a) $\varepsilon =0.1048$, $k_ph=1.0$; (b) $\varepsilon =0.1270$, $k_ph=1.5$; and (c) $\varepsilon =0.1443$, $k_ph=\infty$, with other statistical quantities given in table 2. The legend applies to all panels.

Figure 14

Figure 13. Comparison of p.d.f.s based on sample data generated from the second-order irregular wave theory of Madsen & Fuhrman (2012) (circles, with error bars), the new second-order p.d.f. (2.31) based on the sample skewness $\mathcal {S}=0.2731$ (full line) and the p.d.f. using $\mathcal {S}\pm \sigma _\mathcal {S}$ (dashed lines), where $\sigma _\mathcal {S}=0.0158$. The data utilized in this example (sample size $n=24\,050$) correspond to a random sample of 0.01 % of the full data set used to create figure 9(b).