Hostname: page-component-5b777bbd6c-ks5gx Total loading time: 0 Render date: 2025-06-22T07:53:59.900Z Has data issue: false hasContentIssue false

Symmetric influence of forward and opposing tidal currents on rogue wave statistics

Published online by Cambridge University Press:  05 June 2025

Saulo Mendes
Affiliation:
Group of Applied Physics, University of Geneva, Rue de l’École de Médecine 20, 1205 Geneva, Switzerland Institute for Environmental Sciences, University of Geneva, Boulevard Carl-Vogt 66, 1205 Geneva, Switzerland University of Michigan–Shanghai Jiao Tong University Joint Institute, Shanghai Jiao Tong University, Shanghai 200240, PR China
Ina Teutsch
Affiliation:
Helmholtz-Zentrum Hereon, Coastal Climate and Regional Sea Level Changes, Max-Planck-Straße 1, Geesthacht 21502, Germany Federal Waterways Engineering and Research Institute (BAW), Wedeler Landstraße 157, Hamburg 22559, Germany
Jérôme Kasparian*
Affiliation:
Group of Applied Physics, University of Geneva, Rue de l’École de Médecine 20, 1205 Geneva, Switzerland Institute for Environmental Sciences, University of Geneva, Boulevard Carl-Vogt 66, 1205 Geneva, Switzerland
*
Corresponding author: Jérôme Kasparian, jerome.kasparian@unige.ch

Abstract

Rogue waves are associated with various ocean processes, both at the coast and in the open ocean. In either zone, inhomogeneities in the wave field caused by shoaling, crossing seas or current interactions disturb the wave statistics, increasing the rogue wave probability and magnitude. Such amplification of the frequency of rogue waves and their intensity, i.e. the maximum normalised height, have been attested to in numerical simulations and laboratory studies, in particular for wave–current interactions. In this study, we investigate the effect of the current intensity and direction on rogue wave probability, by analysing long-term observations from the southern North Sea. We observe that the amplification is similar for opposing and following currents. Despite the sea states being dominantly broadbanded and featuring a large directional spread, the anomalous statistics are of the same order of magnitude as those observed in unidirectional laboratory experiments for stationary currents.

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 (https://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), 2025. Published by Cambridge University Press

1. Introduction

Waves exceptionally higher than the mean of the highest surrounding ones, so-called rogue waves, have been extensively observed over two decades by buoys (de Pinho, Liu & Parente Ribeiro Reference de Pinho, Liu and Parente Ribeiro2004; Doong & Wu Reference Doong and Wu2010; Cattrell et al. Reference Cattrell, Srokosz, Moat and Marsh2018; Häfner et al. Reference Häfner, Gemmrich and Jochum2021), satellite imagery (Rosenthal & Lehner Reference Rosenthal and Lehner2007, Reference Rosenthal and Lehner2008), oil platform sensors (Haver Reference Haver2000; Stansell Reference Stansell2004; Mendes, Scotti & Stansell Reference Mendes, Scotti and Stansell2021) or a combination thereof (Christou & Ewans Reference Christou and Ewans2014; Karmpadakis, Swan & Christou Reference Karmpadakis, Swan and Christou2020; Teutsch et al. Reference Teutsch, Weisse, Moeller and Krueger2020; Teutsch & Weisse Reference Teutsch and Weisse2023). They are generally defined as waves exceeding twice the significant wave height, $H_s$ , which is the mean height of the largest third of the waves in a given sea state. Accidents near the coast of South Africa half a century ago due to the interaction of wave trains travelling in opposition to strong surface currents provided substantial evidence of their existence (Mallory Reference Mallory1974; Smith Reference Smith1976; Lavrenov Reference Lavrenov1998). However, they were disregarded, since their existence challenged the linear theory of irregular ocean waves.

Waves in inhomogeneous media have been investigated from a deterministic point of view since the 1940s (Unna Reference Unna1942; Johnson Reference Johnson1947). Advanced mathematical techniques (Ursell Reference Ursell1960; Whitham Reference Whitham1962, Reference Whitham1965; Bretherton, Garrett & Lighthill Reference Bretherton, Garrett and Lighthill1968) allowed us to assess wave–current interactions through ray theory (Arthur Reference Arthur1950; Whitham Reference Whitham1960; Kenyon Reference Kenyon1971), linear wave theory (Taylor Reference Taylor1955; Peregrine Reference Peregrine1976), radiation stress (Longuet-Higgins & Stewart Reference Longuet-Higgins and Stewart1960, Reference Longuet-Higgins and Stewart1961) and spectral (Huang et al. Reference Huang, Chen, Tung and Smith1972) as well as perturbative methods (McKee Reference McKee1974). The works of Longuet-Higgins (Reference Longuet-Higgins1952, Reference Longuet-Higgins1963) on the statistics of interaction-free water waves were conducted in parallel with his work on currents (Longuet-Higgins & Stewart Reference Longuet-Higgins and Stewart1960), yet no work extended these statistical analyses to wave–current systems. Although the possibility of the existence of rogue waves was originally raised from wave–current observations (Mallory Reference Mallory1974), the different focus placed by communities working on wave statistics on one side, and on the theoretical fluid dynamics of wave–current systems on the other side, persisted for decades. In fact, the study of how currents affect wave statistics and extreme events came under consideration only recently (White & Fornberg Reference White and Fornberg1998; Heller, Kaplan & Dahlen Reference Heller, Kaplan and Dahlen2008; Janssen & Herbers Reference Janssen and Herbers2009). Gemmrich & Garrett (Reference Gemmrich and Garrett2012) observed an amplification of significant wave heights on following tidal currents. Also Ho, Merrifield & Pizzo (Reference Ho, Merrifield and Pizzo2023) found surface waves to be modified by the tide, depending on the relative speed between the tidal wave and the surface waves. For comparable wave speeds and propagation directions, significant wave heights were amplified. However, the ray theory of wave–current statistics (Heller et al. Reference Heller, Kaplan and Dahlen2008; Ying et al. Reference Ying, Zhuang, Heller and Kaplan2011) has not been tested against observations or laboratory experiments. Due to their definition relative to the significant wave height rather than an absolute height, the occurrence of rogue waves is independent of the absolute value of any sea state variable, such as significant wave height or mean wavelength (Stansell Reference Stansell2004; Christou & Ewans Reference Christou and Ewans2014; Mendes et al. Reference Mendes, Scotti and Stansell2021). Therefore, effects of the currents on either the wave height or wavelength cannot be translated into modulations of the rogue wave probability.

In the present work, we focus on the influence of wave–current interaction on wave height statistics. As modulations of wave amplitude and wavenumber are functions of the ratio of the current and wave speeds, respectively, $U/c_{{g}}$ (Longuet-Higgins & Stewart Reference Longuet-Higgins and Stewart1960), it seems natural to normalise the current speed with the group velocity of the waves. A proper theoretical study of both wave groups and random wave fields using the nonlinear Schrödinger equation (NLSE) showed good agreement with numerical simulations on the maximum amplitude driven by the interaction of the wave train with opposing currents (Onorato, Proment & Toffoli Reference Onorato, Proment and Toffoli2011). Moreover, Toffoli et al. (Reference Toffoli, Waseda, Houtani, Kinoshita, Collins, Proment and Onorato2013) computed the maximum wave amplitude from the NLSE and found good agreement with unidirectional experiments with opposing currents carried out in two different wave flumes. Further experiments were performed to investigate broadbanded waves with finite directional spreading, demonstrating a decrease in amplification with directionality (Toffoli et al. Reference Toffoli, Waseda, Houtani, Cavaleri, Greaves and Onorato2015). As predicted by Onorato et al. (Reference Onorato, Proment and Toffoli2011) and confirmed experimentally by Toffoli et al. (Reference Toffoli, Waseda, Houtani, Cavaleri, Greaves and Onorato2015) and Ducrozet et al. (Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021), the amplification of the rogue wave probability due to an opposing current is related to the magnitude of the ratio between the current speed and the wave group speed $U/c_g$ .

When dealing with following currents, studies on either wave modulation or wave statistics are scarce. Hjelmervik & Trulsen (Reference Hjelmervik and Trulsen2009) were the first to provide evidence that, not only opposing, but also following currents may increase rogue wave occurrence. Recently, simulations performed by Zheng, Li & Ellingsen (Reference Zheng, Li and Ellingsen2023) and flume experiments by Zhang et al. (Reference Zhang, Ma, Tan, Dong and Benoit2023) have upheld the amplification influence of following currents, although the latter included depth effects of waves travelling over a bar. Halsne et al. (Reference Halsne, Benetazzo, Barbariol, Christensen, Carrasco and Breivik2024) analysed the effect of non-stationary (and/or) non-homogeneous following and opposing currents (or tides) on the maximum height of irregular wave fields, but they did not investigate the probability distributions of wave heights. Generalising these studies to the wave height distribution, our present work aims to investigate how the interaction of waves with both opposing and following currents amplifies rogue wave occurrence under real ocean conditions, i.e. waves of broad spectrum and directional spreading subject to interaction with tidal (non-stationary) currents in the southern North Sea.

2. Data and methods

Figure 1. Location of the research platform FINO1 in the southern North Sea, close to the Dutch and German Frisian islands. Data from MDI-DE (2024).

Figure 2. Joint probability densities of several sea parameters and normalised current speed $U/c_{g}$ : (a) mean wave steepness $\varepsilon = (\sqrt {2}/\pi ) k_p H_s$ , (b) relative water depth $k_p h$ , (c) bandwidth $\nu$ (Longuet-Higgins Reference Longuet-Higgins1975), (d) directional spread $\sigma _{\theta } = \sqrt {2(1+s)}$ for a directional spectral function $D(\theta ) \sim \cos ^{2s}{(\theta /2)}$ , (e) significant wave height and ( f) the two-dimensional Benjamin–Feir index BFI2D (Mori, Onorato & Janssen Reference Mori, Onorato and Janssen2011).

As described in detail in Teutsch, Mendes & Kasparian (Reference Teutsch, Mendes and Kasparian2024), wave and current data were recorded in the southern North Sea (FINO 1 research platform, 54.015 $^{\circ }$ N 6.588 $^{\circ }$ E, 30 m depth), see figure 1, between July 2019 and December 2022. This long sampling period, combined with the fast oscillation of the tidal current ( ${\sim}12$ hours) as compared with most of the factors influencing the variability of the waves, limits the effects of the sampling variability on our analysis. Tidal currents are typically east- and westward, while the waves (of peak frequency 0.11–0.14 Hz) propagated mostly south-southeast- or eastward. Surface elevation was measured at a rate of 1.28 Hz and with a resolution of 0.01 m, in 30 minute long samples. An analysis of the sea conditions showed that tidal currents normalised by the group velocity of the waves $U/c_{{g}}$ range between $-0.225$ and 0.257, with two modes approximately around $\pm 0.05$ , and that stronger tidal currents symmetrically decrease the wavelength and bandwidth and increase the directional spread (Teutsch et al. Reference Teutsch, Mendes and Kasparian2024). Furthermore, moderate currents boost the significant wave height while opposing currents push up the wave steepness. We also underline that, unlike flume experiments, our observations cover a wide range of sea states (figure 2), which is expected to affect the wave statistics (Bitner-Gregersen & Gramstad Reference Bitner-Gregersen and Gramstad2018). When analysing more homogeneous data subsets with narrow ranges of steepness and directional spread, we obtained preliminary indications that data homogeneity may increase the exceedance probability in the presence of a current and lower it in rest conditions, resulting in stronger amplification by the current. However, the limited number of rogue wave events in our dataset was not sufficient to provide significant conclusions on more homogeneous subsets. Therefore, these results are not discussed in the Results section.

The vertical current profile was measured with a Nortek acoustic Doppler current profiler, quality controlled and made available to us by the German Federal Maritime and Hydrographic Agency (BSH). Unless otherwise specified, we considered in our analyses the current at 5.5 m water depth. As detailed in § 3.5, we checked that, due to the smooth measured current profiles (Teutsch & Weisse Reference Teutsch and Weisse2023) and the recorded wavelengths (peak wavelength $\gt$ 100 m) largely exceeding the water depth of 30 m, the choice of water depth does not influence the results.

We defined following and opposing currents as currents within $\pm 10^{\circ }$ of the 0 and $180^{\circ }$ angle between current and peak wave frequency, respectively. This way, the cosine of the angle range lies beyond $\pm 0.98$ and the sine keeps below $\pm 0.17$ : the transverse flow is negligible and the longitudinal flow is not affected by the slight deviations from the wave axis. The full data set gathers 4686 30-minute long samples, each containing 366 waves on average: 2156 of these with opposing current, 2 321 with forward current and 209 in rest conditions, defined as $|U/c_{g}| \lesssim 0.02$ , in agreement with Teutsch et al. (Reference Teutsch, Mendes and Kasparian2024). We checked that our results are robust against the choice of the current threshold defining rest conditions, as described in § 3.5. Note that the current velocity was disregarded in the estimation of $c_{{g}}$ . However, due to the low values of $|U/c_{g}|$ , this approximation has no consequences for the results, as discussed in more detail in Teutsch et al. (Reference Teutsch, Mendes and Kasparian2024).

Large ship wakes may contaminate the data by producing a few large waves that could affect the tail of the wave height distribution, in which we were specifically interested. Existing methods for spotting ship wakes in time series (Torsvik et al. Reference Torsvik, Soomere, Didenkulova and Sheremet2015), based on outlier detection, were not applicable due to our focus on the tail of the distribution. Therefore, we identified data that may be distorted by passing ships, relying on automatic identification system recordings obtained from Marine Traffic, that provided ship length, heading and velocity. The half angle of the wake, known as the Kelvin wedge (Soomere Reference Soomere2007), amounts to $\theta \approx 19^{\circ }$ (Havelock Reference Havelock1908). Its length $L_x$ is proportional to the Froude number $Fr$ (Thomson Reference Thomson1887; Havelock Reference Havelock1908) and can be estimated as $L_{x} \approx (\ell /5) (Fr)^{3/2} \approx 200 \ell (\mathcal{U}/h)^{3/2}$ , where $\mathcal{U}$ is the ship velocity, $\ell$ the ship length and $h$ the water depth (Voropayev, Nath & Fernando Reference Voropayev, Nath and Fernando2012; Rovelli et al. Reference Rovelli, Dengler, Schmidt, Sommer, Linke and McGinnis2016). Large ships ( $\ell \geqslant$ 300 m) travelling at $\mathcal{U}$ = 15 knots ( $\sim$ 8 m s–1) yield a wake with a length $L_{x} \sim 8$ km and a half-width up to $L_{y} = 8\,\textrm {km} \cdot \tan {(19^{\circ })} \approx 3$ km. We therefore excluded all 30-minute samples during which a ship passed by within 3 km of the platform. This corresponds to 19 samples, i.e. 9.5 h or 0.03 % of the entire data set.

Wherever relevant, the statistical significance of the results was assessed by performing pairwise comparisons between the rogue wave probabilities in the bins or conditions to be compared. We relied on the Fisher exact test, thereby computing the bilateral hypergeometric $p$ -value corresponding to the risk of getting the observed difference by chance. As is common practice, we have set the threshold for significance to 0.05.

3. Results

3.1. Rogue wave amplification is symmetric with regard to current direction

To characterise the tail of the wave height distribution, we focus on the exceedance probability $\mathbb{P}(H\gt \alpha H_s)$ , $\alpha$ being the normalised wave height. For rogue waves, $\mathbb{P}(\alpha = 2)$ is enhanced by moderate currents of either direction, whether following or opposing (figure 3). The limited number of rogue waves (278 events in the entire sample after quality control), however, limits the resolution of the binning, preventing us from accurately determining the current speed associated with maximum rogue wave amplification. This limited number also explains the width of the shaded 95 % confidence ranges in figure 3, which were calculated by assuming independent draws for each wave and consequently using a binomial analysis (Jeffreys Reference Jeffreys1961). As displayed in table 2, the two bins with smaller current in either direction ( $U/c_g = \pm 0.06, \pm 0.13$ ) display significantly higher exceedance probabilities than the rest condition ( $p \lt 0.05$ ). In contrast, the corresponding pairs of bins with the same velocity magnitude but opposing directions ( $U/c_g = -0.06$ and 0.06, respectively, as well as $U/c_g = -0.13$ and 0.13) are respectively at the very edge of significance and non-significant. This analysis confirms the amplification of the rogue wave probability by a current, and the symmetry of this amplification with regard to the current direction, at least for moderate current velocities. The limited number of events prevents the results for the outermost bin ( $U/c_g = -0.19$ and $U/c_g = 0.21$ ) from reaching statistical significance.

Figure 3. Exceedance probability of rogue waves ( $\alpha = 2.0$ ) in the southern North Sea with low-resolution binning of the normalised tidal current $U/c_{g}$ . The error band is computed from the 95 % Jeffreys confidence interval. The numbers of waves and rogue waves corresponding to each point are displayed in table 1.

Table 1. Numbers of waves and rogue waves associated with each point of figure 3.

Figure 4. (a) Amplification of the observed rogue wave exceedance probability by opposing and following currents in comparison with laboratory measurements of Ducrozet et al. (Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021), (3.1). Confidence intervals on observations are not shown as they are the same as in figure 3. (b) Exceedance probability for rest conditions as expected by Longuet-Higgins (Reference Longuet-Higgins1980) and for the bin of highest amplification ( $-0.12 \lt U/c_{{g}} \lt -0.16$ ), as a function of the threshold $\alpha$ .

Table 2. Hypergeometric $p$ -value calculated from the Fisher exact test for relevant pairs of data points of figure 3.

Figure 4 compares the rogue wave probability amplification observed in our data with Toffoli et al.’s (Reference Toffoli, Waseda, Houtani, Cavaleri, Greaves and Onorato2015) experimental results, further described by Ducrozet et al. (Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021), as a function of the relative velocity of the tidal current (panel a), and of the considered threshold $\alpha$ (panel b). The experiments are one-dimensional (1 + 1, unidimensional in space and time). In contrast, in our data, waves show a significant directional spread, introducing a second spatial dimension (2 + 1). Therefore, the exceedance probabilities in rest conditions are different, so that we compared the amplification ratios with regard to the latter

(3.1) \begin{equation} \frac {\mathbb{P}_{U/c_g}^{(2+1)}(\alpha )}{\mathbb{P}_{U/c_g=0}^{(2+1)}(\alpha )} \quad \textrm {and} \quad \frac {\mathbb{P}_{U/c_g}^{(1+1)}(\alpha )}{\mathbb{P}_{U/c_g=0}^{(1+1)}(\alpha )} \quad . \end{equation}

The match between field observations and flume experiments is remarkable, especially when keeping in mind the wide range of conditions and the directional spread present in our dataset.

Figure 5. (a) Amplification of the exceedance probability of extreme waves as a function of the current velocity, for several values of the threshold $\alpha$ and (b) exceedance probability as a function of $\alpha$ for bins with rest conditions ( $U/c_g = 0$ ), maximal amplification ( $U/c_g = -0.13$ ) and of expected wave breaking conditions ( $U/c_g = -0.19$ ). To maximise legibility, confidence intervals in panel (a) observations are not shown, as panel (b) provides their magnitude for the rest conditions and the peak of the opposing current. Furthermore, the confidence intervals for $\alpha = 2.0$ are the same as in figure 3.

3.2. Influence of the threshold $\alpha$ on the exceedance probabilities

Hitherto, we have focused on the exceedance probability for a value of $\alpha = 2$ , corresponding to the common definition of rogue waves. As displayed in figure 5, the choice of $\alpha$ does not qualitatively impact our main finding, as long as $\alpha$ is sufficiently high. The difference between the rest and opposing current conditions is significant from a statistical point of view ( $p \lt 0.05$ , see table 3) for $1.7 \leqslant \alpha \leqslant 2.0$ . The ratio between the two curves of figure 5 begins to increase further for $\alpha \geqslant 1.9$ , which also corresponds to the regime in which amplification by following and opposing currents is observed, up to a normalised current speed $|U/c_g|\approx 0.13$ . In addition, we also compare it with the curve (cyan) for the bin with the highest values of the opposing current $|U/c_g|\approx 0.19$ where wave breaking is expected to appear. The amplification tends to increase for increasing values of $\alpha$ , where a smaller fraction of the wave height distribution is included, enhancing the weight of the tail of the probability distribution function. However, as the definition of extreme events becomes more stringent for higher $\alpha$ , such events become sparser, leading to the loss of statistical significance for $\alpha \geqslant 2.1$ .

Table 3. Hypergeometric $p$ -value calculated from Fisher’s exact test for differences between wave height exceedance probabilities at rest and in opposing current conditions (red and blue curves of figure 5 b).

3.3. Wave crest statistics

To check if our analysis is specific to wave height statistics, we performed the same work based on wave crest distributions (figure 6). In this case, the exceedance probability $\mathbb{P}(\beta , U)$ corresponds to crest heights $H_c$ exceeding $\beta H_s$ . The rest conditions and the bin that maximises the crest-to-trough height probability are compared with both the Rayleigh distribution for crests (Longuet-Higgins Reference Longuet-Higgins1952) and its nonlinear counterpart (Tayfun Reference Tayfun1980). The latter distribution is plotted for a steepness typical of the rest conditions ( $U/c_g = 0$ ) with $\varepsilon = 0.06$ . The wave crest corresponds to 55 %–65 % of the total wave height (Mendes et al. Reference Mendes, Scotti and Stansell2021). Thus, we expect similar behaviours for $\mathbb{P}(\beta , U)$ and $\mathbb{P}(\alpha , U)$ with $\beta \simeq 0.6 \alpha$ .

Indeed, the ratio between the exceedance probabilities of wave crests in rest and in opposing current conditions (figure 6) visually rises beyond $\beta = 0.6 \times 1.9 \simeq 1.15$ . The case $\alpha = 1.9$ corresponds to the point where the similar ratio for wave heights starts to increase (figure 5 b). However, the amplification of the exceedance probabilities for wave crests looses its statistical significance as compared with wave heights beyond $\beta = 1.7$ . This can be understood by considering that the Rayleigh distribution for wave crests evolves as

(3.2) \begin{equation} {\exp {(-8\beta ^2)} \approx \exp {(-2.9\alpha ^2)},} \end{equation}

as compared with $\exp {(-2\alpha ^2)}$ for wave heights (Longuet-Higgins Reference Longuet-Higgins1952). This faster decay of the wave crest distribution results in sparser events, which undermine the statistical significance. Consequently, wave heights appear more relevant than wave crests for assessing heavy-tailed wave distributions.

We also note that the exceedance probabilities for both the rest and the opposing current conditions drastically deviate from the Rayleigh distribution up to a level similar to the nonlinear distribution introduced by Tayfun (Reference Tayfun1980). This deviation confirms the nonlinearity of the statistical distribution induced by currents, although it is more marked for wave crests than for wave heights.

Figure 6. Exceedance probability of rogue wave crests ( $\beta = H_c/H_s$ ) for the entire North Sea data. The error band is computed from the 95 % Jeffreys confidence interval.

Table 4. Hypergeometric $p$ -value calculated from the Fisher exact test on the difference between wave crest height exceedance probabilities in rest and in opposing current conditions (red and blue curves of figure 6).

3.4. Influence of nonlinearity

We further investigate the behaviour in different ranges of wave steepness. Figure 7 displays the rogue wave amplification probability as a function of the current speed, for three ranges of steepness, corresponding to linear ( $\varepsilon \leqslant 0.05$ ), second-order ( $0.05 \leqslant \varepsilon \leqslant 0.9$ ) and higher-order ( $\varepsilon \geqslant 0.9$ ) regimes, respectively. The amplification of the rogue wave probability observed in figure 3 mainly originates from the second-order steepness range. In contrast, the amplification is weaker in the linear regime. More surprisingly, it vanishes in the higher-order regime. In the latter case, the onset of wave breaking associated with the large steepness likely levels off the wave height distribution, limiting the occurrence of rogue waves. Thus, the steepness regime is relevant for rogue wave occurrence.

3.5. Robustness assessment: definition of depth and rest conditions

Figure 7. Effect of steepness on the rogue wave amplification by tidal currents for different linearity ranges.

Figure 8. Exceedance probability $P_\alpha$ for $\alpha = 2.0$ as a function of the normalised current velocity $U/c_g$ measured at $h=-5.5$ m and taken as an average in the range $-22.5\,\textrm {m} \lt h \lt -7.5\,\textrm {m}$ . Confidence intervals are not shown since they are the same as in figure 3.

As mentioned in § 2, the water depth at the measurement location (30 m) is sufficiently small compared with the wavelength ( $\sim$ 100 m) for the waves to be influenced by the current over the full water column. We checked that our results are robust against the choice of the depth at which the current speed was measured, by comparing our results obtained by considering the current at $h=-5.5$ m with those obtained by considering $U/c_g$ averaged between $h = -7.5$ and $-22.5$ m. The behaviours are comparable, except in the rightmost bin corresponding to a fast following current (figure 8). However, as discussed above, the extremely large confidence interval on this bin limits the relevance of these differences. A similar check was performed by considering the current at $h = -15$ m (not shown), leading to the same conclusion. This relative independence of our results of the depth at which the current speed was measured, facilitates the comparison with experiments, where the vertical current profile is generally homogeneous (Ducrozet et al. Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021; Zhang et al. Reference Zhang, Ma, Tan, Dong and Benoit2023). Finally, figure 9 displays the rogue wave amplification of probability for three definitions of the boundaries of the central bin, i.e. the rest condition. Obviously, the impact of this choice on our results is minimal, especially when comparing the differences between the curves with the typical width of the confidence interval of the data (see figure 3).

Figure 9. Sensitivity to different definitions of the rest condition (legend) of the exceedance probability of rogue waves ( $\alpha = 2$ ). Confidence intervals are not shown since they are the same as in figure 3.

Figure 10. Estimated mean excess kurtosis and its 95% confidencen intervals as a function of the tidal current.

3.6. Alternative metrics of enhanced rogue wave activity

The excess kurtosis is widely used as a proxy for measuring the degree of nonlinearity of ocean waves (Longuet-Higgins Reference Longuet-Higgins1963; Marthinsen Reference Marthinsen1992; Mori & Janssen Reference Mori and Janssen2006). Figure 10 displays the average excess kurtosis for each tidal velocity bin. The variations with the current are well below statistical significance (table 5). This can be understood by considering that excess kurtosis holds as a proxy of the wave nonlinearity only if the initially linear waves have a quasi-Gaussian distribution of the surface elevation (Longuet-Higgins Reference Longuet-Higgins1952). While this is the case in laboratory-controlled experiments (Zhang et al. Reference Zhang, Benoit, Kimmoun, Chabchoub and Hsu2019; Li et al. Reference Li, Draycott, Zheng, Lin, Adcock and Van Den Bremer2021), it is less trustworthy in real-ocean observations (Stansell Reference Stansell2004; Christou & Ewans Reference Christou and Ewans2014; Cattrell et al. Reference Cattrell, Srokosz, Moat and Marsh2018). The rest condition data of figure 5(b) illustrate the empirical sub-Gaussian exceedance probability at rest conditions $(U/c_g =0)$ . This dependence is well fitted by (Longuet-Higgins Reference Longuet-Higgins1980; Mendes & Scotti Reference Mendes and Scotti2020)

(3.3) \begin{equation} {\mathbb{P}_{\nu }(\alpha ) = e^{-2\nu _{\star }\alpha ^{2}},} \end{equation}

where

Table 5. Hypergeometric $p$ -value calculated from the Fisher exact test for selected pairs of data points of figure 10.

Figure 11. Response of the mean directional Benjamin–Feir index ( $\textit{BFI}_{2D}$ ), as computed from (37) of Mori et al. (Reference Mori, Onorato and Janssen2011), to the normalised tidal intensity. Error bands display data with plus or minus one standard deviation.

(3.4) \begin{equation} {\nu _{\star } = \left [ 1 - \left ( \frac {\pi ^2}{8} - \frac {1}{2} \right ) \nu ^{2} \right ]^{-1} \quad .} \end{equation}

This sub-Gaussian probability is likely due to the broadbanded spectrum in the North Sea data. If we use a Gram–Charlier expansion for the exceedance probability of the type $1 + ({\mu _{4}}/{2}) \alpha ^{2} ( \alpha ^{2} - 1 )$ for the ratio between non-Gaussian and Gaussian distributions (Mori & Yasuda Reference Mori and Yasuda2002), comparison with the broadbanded distribution of (3.3) leads to $\mu _4 \approx ( 1 - \pi ^2/4 ) 2\nu ^{2}/(\alpha ^{2} - 1) \sim - \nu ^{2}$ . As such, the reference kurtosis in rest conditions is sub-Gaussian (negative). Consequently, a threefold increase in the probability of exceedance with such rest conditions will increase the kurtosis by small fractions ( ${\lesssim}1/10$ ). In contrast, if the rest conditions had $\mu _4 = 0$ , its increase would be ${\gtrsim}1/3$ . This kurtosis reference bias weakens the kurtosis as a relevant metric in the conditions of our open sea data.

Table 6. Hypergeometric $p$ -value calculated from the Fisher exact test for selected pairs of data points of figure 11. $p$ -values are very small in all cases, ergo we also highlight their $\chi ^2$ values in italics to allow for comparison.

Finally, BFI is also generally considered as a key indicator of the ability of rogue waves to develop and grow (Mori & Janssen Reference Mori and Janssen2006; Mori et al. Reference Mori, Onorato and Janssen2011). Its dependency on the tidal current relative to the wave direction (figure 11) displays a significant asymmetry between opposing and following currents (table 6). However, as also evidenced in figure 2(f), the values of the BFI are well below the value of $0.3$ that would be required for it to initiate the development of rogue waves.

4. Discussion

The most striking result from our observations is that both following and opposing currents amplify the rogue wave probability, compared with rest conditions. While the results regarding opposing currents are consistent with previous wave tank experiments (Toffoli et al. Reference Toffoli, Waseda, Houtani, Cavaleri, Greaves and Onorato2015; Ducrozet et al. Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021), those regarding following currents are unexpected. Therefore, in this section we discuss the physical mechanisms that may explain them.

First, let us note that the symmetrical behaviour cannot be explained by the recently reported symmetric rise of the wave height with stronger currents (Teutsch et al. Reference Teutsch, Mendes and Kasparian2024), because the rogue wave probability does not depend on $H_s$ (Stansell Reference Stansell2004; Christou & Ewans Reference Christou and Ewans2014; Mendes et al. Reference Mendes, Scotti and Stansell2021). The strong reported increase in the relative water depth $k_ph$ for $|U/c_g| \gt 0.1$ as compared with rest conditions (Teutsch et al. Reference Teutsch, Mendes and Kasparian2024) cannot affect the wave statistics either, because the wave field is already in the deep water regime (figure 2 b). This absence of the effect is well described by a spectral analysis of out-of-equilibrium systems (Mendes et al. Reference Mendes, Scotti, Brunetti and Kasparian2022; Mendes & Kasparian Reference Mendes and Kasparian2022, Reference Mendes and Kasparian2023).

The steepness also increases, as compared with rest conditions, for both directions of current, but significantly more for an opposing one (see figure 2a and figures 5a and 6a of Teutsch et al. Reference Teutsch, Mendes and Kasparian2024). The steepness growth is expected to translate into an increase of the exceedance probability (Tayfun Reference Tayfun1980; Mendes et al. Reference Mendes, Scotti, Brunetti and Kasparian2022; Mendes & Kasparian Reference Mendes and Kasparian2022, Reference Mendes and Kasparian2023). However, the asymmetry of the steepness growth prevents it from being the dominant driver of the symmetric increase of the exceedance probability.

As compared with the rest condition, currents increase the directional spread (figure 6f in Teutsch et al. Reference Teutsch, Mendes and Kasparian2024) and decrease the bandwidth (figure 6e in Teutsch et al. Reference Teutsch, Mendes and Kasparian2024). These dependencies, which are more marked for ( $U/c_g \geqslant 0.08$ ), i.e. beyond the peaks of panels c and d of figure 2, should respectively decrease (Mori et al. Reference Mori, Onorato and Janssen2011; Lyu, Mori & Kashima Reference Lyu, Mori and Kashima2023) and increase (Longuet-Higgins Reference Longuet-Higgins1980) the rogue wave probability, so that their effects likely compensate each other.

Finally, likely due to large directional spread and bandwidth , the Benjamin–Feir index is limited to values insufficient to induce the large observed exceedance probability amplification $(\textit{BFI} \lt 0.05 \propto \varepsilon / \nu )$ . Thus, the BFI cannot help to interpret the magnitude of the amplification, nor contradict the symmetry between forward and opposing currents.

The remaining variable capable of leading the rogue wave amplification is therefore the relative current speed $U/c_{g}$ itself. It was already pointed out theoretically by Toffoli et al. (Reference Toffoli, Gramstad, Trulsen, Monbaliu, Bitner-Gregersen and Onorato2010, Reference Toffoli, Waseda, Houtani, Cavaleri, Greaves and Onorato2015) from the perspective of the NLSE framework that maximum amplitudes of regular waves should depend on $U/c_{g}$ . Mendes & Kasparian (Reference Mendes and Kasparian2022) have theoretically shown that the set down of waves travelling past a shoal mostly controls the magnitude of the anomalous statistics. Laboratory experiments have demonstrated small changes in the wave-driven set down due to wave–current interaction (Svendsen & Hansen Reference Svendsen and Hansen1986; Jonsson Reference Jonsson2005), but stronger ones for the effect of tides over reefs (Becker, Merrifield & Ford Reference Becker, Merrifield and Ford2014; Yao et al. Reference Yao, He, Jiang and Du2020, Reference Yao, Li, Xu and Jiang2023). The same should also apply in the open sea over flat bottoms. Indeed, the wave-driven set down is negligible in deep water (Longuet-Higgins & Stewart Reference Longuet-Higgins and Stewart1962), while the set down due to wave–current interaction in deep water is proportional to the ratio $-U^{2}/2g$ , which can be rewritten in terms of $-(U/c_{g})^{2}/8k$ (Brevik Reference Brevik1978; Jonsson Reference Jonsson1978). This quadratic dependence on current velocity, hence on the associated set down, may explain the observed symmetry of extreme wave statistic amplification, and especially the amplification of rogue wave occurrence probability by following currents.

Our finding regarding the similar effects of opposing and following currents of the same speed on rogue wave probability also recalls the results of Waseda et al. (Reference Waseda, Kinoshita, Cavaleri and Toffoli2015), who have shown that the effect of currents on resonant interactions is symmetrical, although the main driving parameter was the current gradient. Investigating this aspect would, however, require long-term series from several locations, which is clearly out of the scope of the present data and the analysis thereof.

Furthermore, the tidal current oscillates with a period of approximately 12 h. Investigating the influence of this slight non-stationarity, as well as of spatial inhomogeneities on the extreme wave statistics (Ho et al. Reference Ho, Merrifield and Pizzo2023; Halsne et al. Reference Halsne, Benetazzo, Barbariol, Christensen, Carrasco and Breivik2024) would provide further refinement of the comparison with flume experiments (Toffoli et al. Reference Toffoli, Gramstad, Trulsen, Monbaliu, Bitner-Gregersen and Onorato2010,Reference Toffoli, Waseda, Houtani, Kinoshita, Collins, Proment and Onorato2013; Waseda et al. Reference Waseda, Kinoshita, Cavaleri and Toffoli2015; Ducrozet et al. Reference Ducrozet, Abdolahpour, Nelli and Toffoli2021).

Comparing several alternative indicators, we find that the wave height is the most suitable variable to investigate the tail of wave distributions. In comparison, wave crests provide more sparse data at the upper end of the probability distribution, reducing the statistical significance. This is likely due to the wave asymmetry between crests and troughs. This asymmetry affects the tail of the statistics such that the empirical ratio of 0.6 between $\beta$ and $\alpha$ does not allow a direct correspondence between the two distributions. From a mathematical point of view, this discrepancy stems from the different decay rates of the distribution tails, as illustrated by (3.2) (Mendes et al. Reference Mendes, Scotti and Stansell2021).

Finally, we have found that the excess kurtosis fails as a proxy when the initial distributions are too far from normal, while the effect of the BFI in typical marine conditions is insufficient to drive the formation of rogue waves, reducing its relevance in that case.

5. Conclusion

In this work, we present the first long-term observational statistical study of the effect of both following and opposing currents on rogue wave statistics, based on data of wave–tide interaction. Following currents amplify rogue wave occurrence as much as opposing currents. The amplification rises at least up to $U/c_g \approx \pm 0.13$ . Therefore, not only waves travelling against large ocean currents such as the Gulf or Agulhas Stream are prone to rogue wave formation, but also waves interacting with tidal streams. This finding sheds light on a widely distributed type of risk. While strong wide streams are not that common, tidal currents are found on nearly every coast.

Moreover, subsets of the dataset with different ranges of steepness display the same symmetry, but feature different magnitudes: second-order seas imply the highest amplification, followed by steep seas near breaking conditions, while linear seas have the lowest amplification magnitude.

Although our results are comparable to experimental observations in unidimensional irregular wave fields interacting with stationary opposing currents, this similarity is striking, since our data are broadbanded and show a substantial directional spread, which are both known to weaken rogue wave occurrence (Longuet-Higgins Reference Longuet-Higgins1980; Karmpadakis, Swan & Christou Reference Karmpadakis, Swan and Christou2022). Systematic wave tank studies with a better control of the conditions would be necessary to provide a clearer conclusion. An extensive investigation of the effect of narrowing the ranges of steepness and directional spread would also be highly valuable. Indeed, we analysed more homogeneous data subsets and found indications (although not statistically significant and therefore not shown) that data homogeneity may result in a much stronger amplification by the current.

Acknowledgements

The authors are grateful for fruitful discussions about the physics of wave–current interactions with Professor T. Waseda from the University of Tokyo and Professor A. Toffoli from the University of Melbourne.

The measurement data were collected and made freely available by the BSH marine environmental monitoring network (MARNET), the RAVE project (www.rave-offshore.de), the FINO project (www.fino-offshore.de) and cooperation partners of the BSH.

Funding

S.M and J.K. were supported by the Swiss National Science Foundation under grant 200020-175697. The sea state portal was realised by the RAVE project (Research at alpha ventus), which was funded by the Federal Ministry for Economic Affairs and Climate Action on the basis of a resolution of the German Bundestag.

Declaration of interests

The authors report no conflict of interest.

References

Arthur, R.S. 1950 Refraction of shallow water waves: the combined effect of currents and underwater topography. Trans. Am. Geophys. Union 31 (4), 549552.Google Scholar
Becker, J.M., Merrifield, M.A. & Ford, M. 2014 Water level effects on breaking wave setup for Pacific Island fringing reefs. J. Geophys. Res. Oceans 119 (2), 914932.10.1002/2013JC009373CrossRefGoogle Scholar
Bitner-Gregersen, E.M. & Gramstad, O. 2018 Impact of sampling variability on sea surface characteristics of nonlinear waves. Intl Conf. Offshore Mech. Arctic Engng 51227, V003T02A009.Google Scholar
Bretherton, F.P., Garrett, C.J.R. & Lighthill, M.J. 1968 Wavetrains in inhomogeneous moving media. Proc. R. Soc. Lond. Ser. A. Math. Phys. Sci. 302 (1471), 529554.Google Scholar
Brevik, I. 1978 Remarks on set-down for wave groups and wave-current systems. Coast. Engng 2, 313326.10.1016/0378-3839(78)90029-7CrossRefGoogle Scholar
Cattrell, A.D., Srokosz, M., Moat, B.I. & Marsh, R. 2018 Can rogue waves be predicted using characteristic wave parameters? J. Geophys. Res. Oceans 123 (8), 56245636.10.1029/2018JC013958CrossRefGoogle Scholar
Christou, M. & Ewans, K. 2014 Field measurements of rogue water waves. J. Phys. Oceanogr. 9 (9), 23172335.10.1175/JPO-D-13-0199.1CrossRefGoogle Scholar
Doong, D.-J. & Wu, L.-C. 2010 Searching for freak waves from in-situ buoy measurements. In OCEANS’10 IEEE SYDNEY, pp. 16. IEEE.Google Scholar
Ducrozet, G., Abdolahpour, M., Nelli, F. & Toffoli, A. 2021 Predicting the occurrence of rogue waves in the presence of opposing currents with a high-order spectral method. Phys. Rev. Fluids 6 (6), 064803.10.1103/PhysRevFluids.6.064803CrossRefGoogle Scholar
Fisher, R.A. 1922 On the interpretation of χ 2 from contingency tables, and the calculation of p. J. R. Stat. Soc. 85 (1), 8794.10.2307/2340521CrossRefGoogle Scholar
Gemmrich, J. & Garrett, C. 2012 The signature of inertial and tidal currents in offshore wave records. J. Phys. Oceanogr. 42 (6), 10511056.10.1175/JPO-D-12-043.1CrossRefGoogle Scholar
Häfner, D., Gemmrich, J. & Jochum, M. 2021 Real-world rogue wave probabilities. Sci. Rep. 11 (1), 10084.10.1038/s41598-021-89359-1CrossRefGoogle ScholarPubMed
Halsne, T., Benetazzo, A., Barbariol, F., Christensen, K.H., Carrasco, A. & Breivik, Ø. 2024 Wave modulation in a strong tidal current and its impact on extreme waves. J. Phys. Oceanogr. 54 (1), 131151.10.1175/JPO-D-23-0051.1CrossRefGoogle Scholar
Havelock, T.H. 1908 The propagation of groups of waves in dispersive media, with application to waves on water produced by a travelling disturbance. Proc. R. Soc. Lond. Ser. A, Containing Papers Math. Phys. Character 81 (549), 398430.Google Scholar
Haver, S. 2000 Evidences of the existence of freak waves. In Rogue Waves 2000: Proceedings of a Workshop Organized by Ifremer and Held in Brest, France, 29-30 November (ed. M. Olagnon & G.A. Athanassoulis), pp. 129140.Google Scholar
Heller, E.J., Kaplan, L. & Dahlen, A. 2008 Refraction of a Gaussian seaway. J. Geophys. Res. Oceans 113 (C9).https://doi.org/10.1029/2008JC004748CrossRefGoogle Scholar
Hjelmervik, K.B. & Trulsen, K. 2009 Freak wave statistics on collinear currents. J. Fluid Mech. 637, 267284.10.1017/S0022112009990607CrossRefGoogle Scholar
Ho, A., Merrifield, S. & Pizzo, N. 2023 Wave–tide interaction for a strongly modulated wave field. J. Phys. Oceanogr. 53 (3), 915927.10.1175/JPO-D-22-0166.1CrossRefGoogle Scholar
Huang, N.E., Chen, D.T., Tung, C.-C. & Smith, J.R. 1972 Interactions between steady non-uniform currents and gravity waves with applications for current measurements. J. Phys. Oceanogr. 2 (4), 420431.10.1175/1520-0485(1972)002<0420:IBSWUC>2.0.CO;22.0.CO;2>CrossRefGoogle Scholar
Janssen, T.T. & Herbers, T.H.C. 2009 Nonlinear wave statistics in a focal zone. J. Phys. Oceanogr. 39 (8), 19481964.10.1175/2009JPO4124.1CrossRefGoogle Scholar
Jeffreys, H. 1961 The theory of probability. Oxford University Press.Google Scholar
Johnson, J.W. 1947 The refraction of surface waves by currents. Trans. Am. Geophys. Union 28 (6), 867874.Google Scholar
Jonsson, I.G. 1978 Energy flux and wave action in gravity waves propagating on a current. J. Hydraul. Res. 16 (3), 223234.10.1080/00221687809499618CrossRefGoogle Scholar
Jonsson, I.G. 2005 Wave-current interactions. In the Sea: Ocean Engineering Science, pp. 65120. Harvard University Press.Google Scholar
Karmpadakis, I., Swan, C. & Christou, M. 2020 Assessment of wave height distributions using an extensive field database. Coastal Engng 157, 103630.10.1016/j.coastaleng.2019.103630CrossRefGoogle Scholar
Karmpadakis, I., Swan, C. & Christou, M. 2022 A new wave height distribution for intermediate and shallow water depths. Coast. Engng 175, 104130.10.1016/j.coastaleng.2022.104130CrossRefGoogle Scholar
Kenyon, K.E. 1971 Wave refraction in ocean currents. Deep-Sea Res. Oceanogr. Abstr. 18 (10), 10231034.10.1016/0011-7471(71)90006-4CrossRefGoogle Scholar
Lavrenov, I.V. 1998 The wave energy concentration at the Agulhas current off south Africa. Nat. Hazards 17 (2), 117127.10.1023/A:1007978326982CrossRefGoogle Scholar
Li, Y., Draycott, S., Zheng, Y., Lin, Z., Adcock, T.A.A. & Van Den Bremer, T.S. 2021 Why rogue waves occur atop abrupt depth transitions. J. Fluid Mech. 919, R5.10.1017/jfm.2021.409CrossRefGoogle Scholar
Longuet-Higgins, M.S. 1952 On the statistical distribution of the heights of sea waves. J. Mar. Res. 11, 245265.Google Scholar
Longuet-Higgins, M.S. 1963 The effect of non-linearities on statistical distributions in the theory of sea waves. J. Fluid Mech. 17 (03), 459480.10.1017/S0022112063001452CrossRefGoogle Scholar
Longuet-Higgins, M.S. & Stewart, R.W. 1962 Radiation stress and mass transport in gravity waves, with application to surf beats. J. Fluid Mech. 13 (4), 481504.10.1017/S0022112062000877CrossRefGoogle Scholar
Longuet-Higgins, M.S. 1975 On the joint distribution of the periods and amplitudes of sea waves. J. Geophys. Res. 80 (18), 26882694.10.1029/JC080i018p02688CrossRefGoogle Scholar
Longuet-Higgins, M.S. 1980 On the distribution of the heights of sea waves: some effects of nonlinearity and finite band width. J. Geophys. Res. 85 (C3), 15191523.10.1029/JC085iC03p01519CrossRefGoogle Scholar
Longuet-Higgins, M.S. & Stewart, R.W. 1960 Changes in the form of short gravity waves on long waves and tidal currents. J. Fluid Mech. 8 (4), 565583.10.1017/S0022112060000803CrossRefGoogle Scholar
Longuet-Higgins, M.S. & Stewart, R.W. 1961 The changes in amplitude of short gravity waves on steady non-uniform currents. J. Fluid Mech. 10 (4), 529549.10.1017/S0022112061000342CrossRefGoogle Scholar
Lyu, Z., Mori, N. & Kashima, H. 2023 Freak wave in a two-dimensional directional wavefield with bottom topography change. part 1. normal incidence wave. J. Fluid Mech. 959, A19.10.1017/jfm.2023.73CrossRefGoogle Scholar
Mallory, J.K. 1974 Abnormal waves in the south-east coast of south africa. Int. Hydrog. Rev. 51, 89129.Google Scholar
Marthinsen, T. 1992 On the statistics of irregular second-order waves. Report No. RMS-11.Google Scholar
McKee, W.D. 1974 Waves on a shearing current: a uniformly valid asymptotic solution. In Mathematical Proceedings of the Cambridge Philosophical Society, vol. 75, pp. 295301.Google Scholar
MDI-DE 2024, https:www.mdi-de.org, accessed: 2024/07/25.Google Scholar
Mendes, S. & Kasparian, J. 2022 Saturation of rogue wave amplification over steep shoals. Phys. Rev. E 106 (6), 065101.10.1103/PhysRevE.106.065101CrossRefGoogle ScholarPubMed
Mendes, S. & Kasparian, J. 2023 Non-homogeneous kurtosis evolution of shoaling rogue waves. J. Fluid Mech. 966, A42.10.1017/jfm.2023.453CrossRefGoogle Scholar
Mendes, S. & Scotti, A. 2020 Rogue wave statistics in (2+1) gaussian seas i: narrow-banded distribution. Appl. Ocean Res. 99, 102043.10.1016/j.apor.2019.102043CrossRefGoogle Scholar
Mendes, S., Scotti, A., Brunetti, M. & Kasparian, J. 2022 Non-homogeneous model of rogue wave probability evolution over a shoal. J. Fluid Mech. 939, A25.10.1017/jfm.2022.206CrossRefGoogle Scholar
Mendes, S., Scotti, A. & Stansell, P. 2021 On the physical constraints for the exceeding probability of deep water rogue waves. Appl. Ocean Res. 108, 102402.10.1016/j.apor.2020.102402CrossRefGoogle Scholar
Mori, N. & Janssen, P.A.E.M. 2006 On kurtosis and occurrence probability of freak waves. J. Phys. Oceanogr. 36 (7), 14711483.10.1175/JPO2922.1CrossRefGoogle Scholar
Mori, N., Onorato, M. & Janssen, P.A.E.M. 2011 On the estimation of the kurtosis in directional sea states for freak wave forecasting. J. Phys. Oceanogr. 41 (8), 14841497.10.1175/2011JPO4542.1CrossRefGoogle Scholar
Mori, N. & Yasuda, T. 2002 A weakly non-gaussian model of wave height distribution random wave train. Ocean Engng 29 (10), 12191231.10.1016/S0029-8018(01)00075-0CrossRefGoogle Scholar
Onorato, M., Proment, D. & Toffoli, A. 2011 Triggering rogue waves in opposing currents. Phys. Rev. Lett. 107 (18), 184502.10.1103/PhysRevLett.107.184502CrossRefGoogle ScholarPubMed
Peregrine, D.H. 1976 Interaction of water waves and currents. Adv. Appl. Mech. 16, 9117.10.1016/S0065-2156(08)70087-5CrossRefGoogle Scholar
de Pinho, U.F., Liu, P.C. & Parente Ribeiro, C.E. 2004 Freak waves at campos basin, brazil. Geofizika 21, 5367.Google Scholar
Rosenthal, W. & Lehner, S. 2007 Individual wave height from sar. ESA Special Publication: Envisat Symposium SP–636.Google Scholar
Rosenthal, W. & Lehner, S. 2008 Rogue waves: results of the maxwave project. J. Offshore Mech. Arctic Engng 130 (2), 021006.10.1115/1.2918126CrossRefGoogle Scholar
Rovelli, L., Dengler, M., Schmidt, M., Sommer, S., Linke, P. & McGinnis, D.F. 2016 Thermocline mixing and vertical oxygen fluxes in the stratified central North Sea. Biogeosciences 13 (5), 16091620.10.5194/bg-13-1609-2016CrossRefGoogle Scholar
Smith, R. 1976 Giant waves. J. Fluid Mech. 77 (3), 417431.10.1017/S002211207600219XCrossRefGoogle Scholar
Soomere, T. 2007 Nonlinear components of ship wake waves. Appl. Mech. Rev. 60 (3), 120138.10.1115/1.2730847CrossRefGoogle Scholar
Stansell, P. 2004 Distribution of freak wave heights measured in the north sea. Appl. Ocean Res. 26 (1–2), 3548.10.1016/j.apor.2004.01.004CrossRefGoogle Scholar
Svendsen, I.A. & Hansen, J.B. 1986 The interaction of waves and currents over a longshore bar. Coastal Engng 1986 (20), 15801594.Google Scholar
Tayfun, M.A. 1980 Narrow-band nonlinear sea waves. J. Geophys. Res. 85 (C3), 15481552.10.1029/JC085iC03p01548CrossRefGoogle Scholar
Taylor, G.I. 1955 The action of a surface current used as a breakwater. Proc. R. Soc. Lond. Ser. A. Math. Phys. Sci. 231 (1187), 466478.Google Scholar
Teutsch, I., Mendes, S. & Kasparian, J. 2024 Direction symmetry of wave field modulation by tidal current, Preprint at arXiv/2301.01996.Google Scholar
Teutsch, I. & Weisse, R. 2023 Rogue waves in the southern north sea–the role of modulational instability. J. Phys. Oceanogr. 53 (1), 269286.10.1175/JPO-D-22-0059.1CrossRefGoogle Scholar
Teutsch, I., Weisse, R., Moeller, J. & Krueger, O. 2020 A statistical analysis of rogue waves in the southern North Sea. Nat. Hazard. Earth Syst. Sci. 20 (10), 26652680.10.5194/nhess-20-2665-2020CrossRefGoogle Scholar
Thomson, W. 1887 On ship waves. Proc. Inst. Mech. Eng. 38 (1), 409434.10.1243/PIME_PROC_1887_038_028_02CrossRefGoogle Scholar
Toffoli, A., Gramstad, O., Trulsen, K., Monbaliu, J., Bitner-Gregersen, E. & Onorato, M. 2010 Evolution of weakly nonlinear random directional waves: laboratory experiments and numerical simulations. J. Fluid Mech. 664, 313336.10.1017/S002211201000385XCrossRefGoogle Scholar
Toffoli, A., Waseda, T., Houtani, H., Cavaleri, L., Greaves, D. & Onorato, M. 2015 Rogue waves in opposing currents: an experimental study on deterministic and stochastic wave trains. J. Fluid Mech. 769, 277297.10.1017/jfm.2015.132CrossRefGoogle Scholar
Toffoli, A., Waseda, T., Houtani, H., Kinoshita, T., Collins, K., Proment, D. & Onorato, M. 2013 Excitation of rogue waves in a variable medium: an experimental study on the interaction of water waves and currents. Phys. Rev. E 87 (5), 051201.10.1103/PhysRevE.87.051201CrossRefGoogle Scholar
Torsvik, T., Soomere, T., Didenkulova, I. & Sheremet, A. 2015 Identification of ship wake structures by a time–frequency method. J. Fluid Mech. 765, 229251.10.1017/jfm.2014.734CrossRefGoogle Scholar
Unna, P.J.H. 1942 Waves and tidal streams. Nature 149 (3773), 219220.10.1038/149219a0CrossRefGoogle Scholar
Ursell, F. 1960 On kelvin’s ship-wave pattern. J. Fluid Mech. 8 (3), 418431.10.1017/S0022112060000700CrossRefGoogle Scholar
Voropayev, S.I., Nath, C. & Fernando, H.J.S. 2012 Thermal surface signatures of ship propeller wakes in stratified waters. Phys. Fluids 24 (11), 116603.10.1063/1.4767130CrossRefGoogle Scholar
Waseda, T., Kinoshita, T., Cavaleri, L. & Toffoli, A. 2015 Third-order resonant wave interactions under the influence of background current fields. J. Fluid Mech. 784, 5173.10.1017/jfm.2015.578CrossRefGoogle Scholar
White, B.S. & Fornberg, B. 1998 On the chance of freak waves at sea. J. Fluid Mech. 355, 113138.10.1017/S0022112097007751CrossRefGoogle Scholar
Whitham, G.B. 1960 A note on group velocity. J. Fluid Mech. 9 (3), 347352.10.1017/S0022112060001158CrossRefGoogle Scholar
Whitham, G.B. 1962 Mass, momentum and energy flux in water waves. J. Fluid Mech. 12 (1), 135147.10.1017/S0022112062000099CrossRefGoogle Scholar
Whitham, G.B. 1965 A general approach to linear and non-linear dispersive waves using a Lagrangian. J. Fluid Mech. 22 (2), 273283.10.1017/S0022112065000745CrossRefGoogle Scholar
Yao, Y., He, W., Jiang, C. & Du, R. 2020 Wave-induced set-up over barrier reefs under the effect of tidal current. J. Hydraul. Res. 58 (3), 447459.10.1080/00221686.2019.1623928CrossRefGoogle Scholar
Yao, Y., Li, Z., Xu, C. & Jiang, C. 2023 A study of wave-driven flow characteristics across a reef under the effect of tidal current. Appl. Ocean Res. 130, 103430.10.1016/j.apor.2022.103430CrossRefGoogle Scholar
Ying, L.H., Zhuang, Z., Heller, E.J. & Kaplan, L. 2011 Linear and nonlinear rogue wave statistics in the presence of random currents. Nonlinearity 24 (11), R67R87.10.1088/0951-7715/24/11/R01CrossRefGoogle Scholar
Zhang, J., Benoit, M., Kimmoun, O., Chabchoub, A. & Hsu, H.-C. 2019 Statistics of extreme waves in coastal waters: large scale experiments and advanced numerical simulations. Fluids 4 (2), 99.10.3390/fluids4020099CrossRefGoogle Scholar
Zhang, J., Ma, Y., Tan, T., Dong, G. & Benoit, M. 2023 Enhanced extreme wave statistics of irregular waves due to accelerating following current over a submerged bar. J. Fluid Mech. 954, A50.10.1017/jfm.2022.1022CrossRefGoogle Scholar
Zheng, Z., Li, Y. & Ellingsen, S.Å. 2023 Statistics of weakly nonlinear waves on currents with strong vertical shear. Physical Review Fluids 8 (1), 014801.10.1103/PhysRevFluids.8.014801CrossRefGoogle Scholar
Figure 0

Figure 1. Location of the research platform FINO1 in the southern North Sea, close to the Dutch and German Frisian islands. Data from MDI-DE (2024).

Figure 1

Figure 2. Joint probability densities of several sea parameters and normalised current speed $U/c_{g}$: (a) mean wave steepness $\varepsilon = (\sqrt {2}/\pi ) k_p H_s$, (b) relative water depth $k_p h$, (c) bandwidth $\nu$ (Longuet-Higgins 1975), (d) directional spread $\sigma _{\theta } = \sqrt {2(1+s)}$ for a directional spectral function $D(\theta ) \sim \cos ^{2s}{(\theta /2)}$, (e) significant wave height and ( f) the two-dimensional Benjamin–Feir index BFI2D (Mori, Onorato & Janssen 2011).

Figure 2

Figure 3. Exceedance probability of rogue waves ($\alpha = 2.0$) in the southern North Sea with low-resolution binning of the normalised tidal current $U/c_{g}$. The error band is computed from the 95 % Jeffreys confidence interval. The numbers of waves and rogue waves corresponding to each point are displayed in table 1.

Figure 3

Table 1. Numbers of waves and rogue waves associated with each point of figure 3.

Figure 4

Figure 4. (a) Amplification of the observed rogue wave exceedance probability by opposing and following currents in comparison with laboratory measurements of Ducrozet et al. (2021), (3.1). Confidence intervals on observations are not shown as they are the same as in figure 3. (b) Exceedance probability for rest conditions as expected by Longuet-Higgins (1980) and for the bin of highest amplification ($-0.12 \lt U/c_{{g}} \lt -0.16$), as a function of the threshold $\alpha$.

Figure 5

Table 2. Hypergeometric $p$-value calculated from the Fisher exact test for relevant pairs of data points of figure 3.

Figure 6

Figure 5. (a) Amplification of the exceedance probability of extreme waves as a function of the current velocity, for several values of the threshold $\alpha$ and (b) exceedance probability as a function of $\alpha$ for bins with rest conditions ($U/c_g = 0$), maximal amplification ($U/c_g = -0.13$) and of expected wave breaking conditions ($U/c_g = -0.19$). To maximise legibility, confidence intervals in panel (a) observations are not shown, as panel (b) provides their magnitude for the rest conditions and the peak of the opposing current. Furthermore, the confidence intervals for $\alpha = 2.0$ are the same as in figure 3.

Figure 7

Table 3. Hypergeometric $p$-value calculated from Fisher’s exact test for differences between wave height exceedance probabilities at rest and in opposing current conditions (red and blue curves of figure 5b).

Figure 8

Figure 6. Exceedance probability of rogue wave crests ($\beta = H_c/H_s$) for the entire North Sea data. The error band is computed from the 95 % Jeffreys confidence interval.

Figure 9

Table 4. Hypergeometric $p$-value calculated from the Fisher exact test on the difference between wave crest height exceedance probabilities in rest and in opposing current conditions (red and blue curves of figure 6).

Figure 10

Figure 7. Effect of steepness on the rogue wave amplification by tidal currents for different linearity ranges.

Figure 11

Figure 8. Exceedance probability $P_\alpha$ for $\alpha = 2.0$ as a function of the normalised current velocity $U/c_g$ measured at $h=-5.5$ m and taken as an average in the range $-22.5\,\textrm {m} \lt h \lt -7.5\,\textrm {m}$. Confidence intervals are not shown since they are the same as in figure 3.

Figure 12

Figure 9. Sensitivity to different definitions of the rest condition (legend) of the exceedance probability of rogue waves ($\alpha = 2$). Confidence intervals are not shown since they are the same as in figure 3.

Figure 13

Figure 10. Estimated mean excess kurtosis and its 95% confidencen intervals as a function of the tidal current.

Figure 14

Table 5. Hypergeometric $p$-value calculated from the Fisher exact test for selected pairs of data points of figure 10.

Figure 15

Figure 11. Response of the mean directional Benjamin–Feir index ($\textit{BFI}_{2D}$), as computed from (37) of Mori et al. (2011), to the normalised tidal intensity. Error bands display data with plus or minus one standard deviation.

Figure 16

Table 6. Hypergeometric $p$-value calculated from the Fisher exact test for selected pairs of data points of figure 11. $p$-values are very small in all cases, ergo we also highlight their $\chi ^2$ values in italics to allow for comparison.