NH5.2
Extreme events in sea waves: physical mechanisms and mathematical models

NH5.2

Extreme events in sea waves: physical mechanisms and mathematical models
Convener: Alexey Slunyaev | Co-conveners: Amin Chabchoub, Henrik Kalisch, Efim Pelinovsky
vPICO presentations
| Wed, 28 Apr, 11:00–12:30 (CEST)

vPICO presentations: Wed, 28 Apr

Chairpersons: Alexey Slunyaev, Amin Chabchoub, Henrik Kalisch
11:00–11:02
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EGU21-1189
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ECS
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Dion Häfner, Johannes Gemmrich, and Markus Jochum

Despite several strong hypotheses on how rogue waves can be generated in idealized conditions, the real-world causes of these waves are still largely unknown. We credit this to insufficient amounts of observational data and a missing robust probabilistic framework to analyze the available data.

We address these issues by processing over 1 billion wave measurements from offshore buoys and organizing them into a comprehensive catalogue. Through a robust, machine-learning driven analysis, we then identify several characteristic sea conditions that lead to significantly higher risks to encounter a rogue wave. This yields quantitative evidence on the relative importance of the underlying physical mechanisms.

Specifically, we find that by far the most important factor is crest-trough correlation, a parameter related to spectral bandwidth, with other parameters acting as minor corrections. This has profound implications on the nature of "everyday" rogue waves, and suggests a path towards a more reliable extreme wave forecast.

How to cite: Häfner, D., Gemmrich, J., and Jochum, M.: Real-world rogue wave probabilities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1189, https://doi.org/10.5194/egusphere-egu21-1189, 2021.

11:02–11:04
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EGU21-15017
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ECS
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Alessio Innocenti and Carlo Brandini

Extreme sea waves have a great impact on the safety of navigation and coastal areas, however their prediction in operational forecasts is difficult and is generally based on spectral indices. Numerical simulations of the free surface Euler equations can be of notable help in the understanding of the statistical properties of a given sea state, and therefore to establish also the probability of extreme or rare events. In this study we performed phase-resolved simulations of wave spectra obtained from a WaveWatch III hindcast, using a Higher Order Spectral Method. We analyzed a number of sea-states occurred in a precise area of the Mediterranean sea, near the location of a reported accident, with the objective of relating the probability of extreme events with different sea state conditions. Namely, we produced statistics of the wave field, calculating crest distributions and the probability of extreme events from the analysis of long time-series of the surface elevation. The results show a good matching between the distributions of the numerically simulated field and theory, namely Tayfun second- and third- order ones, while the Rayleigh distribution gives a significant underestimate. 

We looked for several kind of correlations between spectral quantities like angular spreading and wave steepness and the probability of occurrence of extreme events, finding an enhanced probability for high mean steepness seas and narrow spectra. It is also evident how the case study of the reported accident was not amongst the most dangerous sea states. Relating the skewness and kurtosis of the surface elevation to the wave steepness helped us to understand the discrepancy between theoretical and numerical distributions.

How to cite: Innocenti, A. and Brandini, C.: Numerical analysis of extreme waves in the North-Western Mediterranean area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15017, https://doi.org/10.5194/egusphere-egu21-15017, 2021.

11:04–11:06
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EGU21-10908
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ECS
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Louise Cordrie, Audrey Gailler, and Nathalie Feuillet

The arc of the Lesser Antilles is one of the most quiet subduction zone in the world. In this region, the convergence of the Atlantic and the Caribbean plates is low (few mm/year) and most of the seismicity is an intraplate and crustal seismicity. Among the Mw>7 earthquakes recorded in the historical catalog (1690 near Barbuda, 1843 near Guadeloupe, 1867 near the Virgin Islands, 1839 offshore Martinica, 1969 offshore Dominica, 1974 near Antigua), only the 1839 and 1843 events are suspected to be interplate earthquakes. The 1867 Virgin Island earthquake generated an important tsunami with waves of 10m that devastated the closest islands. A tsunami followed the 1843 earthquake but without much damage. These two events are the only known damaging tsunami in this region, but another older one might be added to the list. Indeed, an increasing number of tsunami deposits have been identified in the recent years on several islands of the arc, all of them being around 500 years old (~1450 AD). These deposits are all located in the northern segment of the arc, between Antigua and Puerto-Rico, in Anegada, St-Thomas (Virgin Islands), Anguilla and Scrub islands. There is unfortunately no record and no testimonies of an extreme event at that time.

The northern segment of the arc is particularly complex because located at the transition between the Greater Antilles and the Lesser Antilles. It is crossed by the Anegada Passage, a series of faults and basins cutting through the arc, which defines the limit between the Puerto-Rico micro-plate and the Caribbean plate. This passage and the numerous intra-arc fault systems present between the islands are active and likely compensate for the plates motion. The very low slip deficit detected with GPS measurements at the subduction contacts of Puerto-Rico and the Lesser Antilles indicates that the interface from Guadeloupe to Puerto-Rico can be considered as totally uncoupled or holding the characteristics of a very long seismic cycle. A tsunami generated by an extreme event 500 years ago in this region could be related to intra-arc, outer-rise, intraplate or interface fault rupture. The identification of the source would enable a better understanding of the seismic cycle and the dynamic of this part of the arc.

This study lists and set models of all the potential faults that could trigger an earthquake in the area encompassing the three islands : Anguilla, Anegada and StThomas. We have created high-resolution bathymetric grids and performed tsunami simulations for each fault model. We uses run-up models to compare the simulated wave heights and run-up distance to all the deposits heights and positions. The magnitudes of our fault models range between 7 and 9, but very few of them generate a strong enough tsunami to match the observed deposits.

How to cite: Cordrie, L., Gailler, A., and Feuillet, N.: Source identification of Middle Age extreme event deposits in the Lesser Antilles using forward numerical modeling of tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10908, https://doi.org/10.5194/egusphere-egu21-10908, 2021.

11:06–11:08
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EGU21-3961
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ECS
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Highlight
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Saulo Mendes, Alberto Scotti, and Paul Stansell

(manuscript accepted into Applied Ocean Research https://www.researchgate.net/publication/344786014)

Abstract

Nearly four decades have elapsed since the first efforts to obtain a realistic narrow-banded model for extreme wave crests and heights were made, resulting in a couple of dozen different exceeding probability distributions. These models reflect results of numerical simulations and storm records measured from oil platforms, buoys, and more recently, satellite data. Nevertheless, no consensus has been achieved in either deterministic or operational approaches. Typically, distributions found in the literature analyze a very large set of waves with large variations in sea-state parameters while neglecting homogeneous smaller samples, such that we lack a suitable definition for the sample size and homogeneity of sea variables, also known as sampling variability (Bitner-Gregersen et al., 2020). Naturally, a possible consequence of such sample size inconsistency is the apparent disagreement between several studies regarding the prediction of rogue wave occurrence, as some studies can report less rogue wave heights while others report more rogue waves or the same statistics predicted by Longuet-Higgins (1952), sometimes a combination of the three in the very same study (Stansell, 2004; Cherneva et al., 2005). In this direction, we have obtained a dimensionless parameter capable of measuring how large the deviations in sea state variables can be so that accuracy in wave statistics is preserved.  In particular, we have defined which samples are too heterogeneous to create an accurate description of the uneven distribution of rogue wave likelihood among different storms (Stansell, 2004). Though the literature is rich in physical bounds for single waves, here we describe empirical physical limits for the ensemble of waves (such as the significant steepness) devised to bound these variables within established and prospective wave distributions. Furthermore, this work supplies a combination of sea state parameters that provide guidance on the influence of sea states influence on rogue wave occurrence. Based on these empirical limits, we conjecture a mathematical model for the dependence of the expected maximum of normalized wave heights and crests on the sea state parameters, thus explaining the uneven distribution of rogue wave likelihood among different storms collected by infrared laser altimeters of the North Alwyn oil platform discussed in Stansell (2004). Finally, we demonstrate that for heights and crests beyond 90% of their thresholds (H>2H1/3 for heights), the exceeding probability becomes stratified, i.e. they resemble layers of probability curves according to each sea state, suggesting the existence of a dynamical definition for rogue waves rather than purely statistical.

 

References

Bitner-Gregersen, E. M., Gramstad, O., Magnusson, A., Malila, M., 2020. Challenges in description of nonlinear waves due to sampling variability. J. Mar. Sci. Eng. 8, 279.

Longuet-Higgins, M., 1952. On the statistical distribution of the heights of sea waves. Journal of Marine Research 11, 245–265.

Stansell, P., 2004. Distribution of freak wave heights measured in the north sea. Appl. Ocean Res. 26, 35–48.

Cherneva, Z., Petrova, P., Andreeva, N., Guedes Soares, C., 2005. Probability distributions of peaks, troughs and heights of wind waves measured in the black sea coastal zone. Coastal Engineering 52, 599–615.

How to cite: Mendes, S., Scotti, A., and Stansell, P.: On the physical constraints for the exceeding probability of deep water rogue waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3961, https://doi.org/10.5194/egusphere-egu21-3961, 2021.

11:08–11:10
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EGU21-7960
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ECS
Maxime Canard, Guillaume Ducrozet, and Benjamin Bouscasse

As it strongly impacts the design of offshore structures, the accurate control of experimental wave fields is of great interest for the ocean engineering community. A significant majority of sea keeping tests are based on the stochastic approach. Long duration runs of irregular design sea states are generated at model scale in numerical or experimental wavetanks. The run duration is carefully chosen to observe the emergence of extreme events. The quality of the wavefield at the domain area of interest is assessed thanks to i) the wave energy spectrum and ii) the crest height distribution. The accurate reproduction of those two quantities stands a difficult process. Numerous complex phenomena such as wave breaking or Benjamin Feir (modulational) instabilities strongly impact the wave field. The shapes of i) the wave spectrum and ii) the tail of crest height distributions significantly evolve along the tank depending i) the wave steepness, ii) the spectral width, iii) the water depth and iv) the directional spreading (for directional sea states) [1, 2, 3].

The vast majority of the work in this area has focused on reproducing realistic wave energy spectra at the location of interest, assuming the indirect control of wave statistics. The present study intends to question such a characterization of a sea state. We address the problem within the framework of long crested irregular deep water waves generated in an experimental wave tank. In this respect, using the Ecole Centrale de Nantes (ECN) towing tank (140m*5m*3m), a narrow banded sea state has been generated at several locations of a long domain. The shape of the spectrum is accurately controlled thanks to a procedure based on wavemaker motion iterative correction [4]. For such nonlinear wave conditions the statistics along the wave propagation in the tank are known to be enhanced by significant spatial dynamics [1, 3]. As a result, configurations characterized by strictly identical wave spectra lead to the emergence of strongly different crest distributions. The data yielded by the study provide convincing evidence that the characterization of the wave field using the sole energy spectrum is insufficient. Particular attention must be given to the spatial dynamics of the wave field in order to control the wave statistics.

[1] Janssen, P. A. (2003). Nonlinear four-wave interactions and freak waves. Journal of Physical Oceanography, 33(4), 863-884.

[2] Shemer, L., Sergeeva, A., & Liberzon, D. (2010). Effect of the initial spectrum on the spatial evolution of statistics of unidirectional nonlinear random waves. Journal of Geophysical Research: Oceans, 115(C12).

[3] Onorato, M., Cavaleri, L., Fouques, S., Gramstad, O., Janssen, P. A., Monbaliu, J., ... & Trulsen, K. (2009). Statistical properties of mechanically generated surface gravity waves: a laboratory experiment in a three-dimensional wave basin.

[4] Canard, M., Ducrozet, G., & Bouscasse, B. (2020, August). Generation of 3-hr Long-Crested Waves of Extreme Sea States With HOS-NWT Solver. In International Conference on Offshore Mechanics and Arctic Engineering (Vol. 84386, p. V06BT06A064). American Society of Mechanical Engineers.

 

How to cite: Canard, M., Ducrozet, G., and Bouscasse, B.: Various experimental wave statistics emerging from a single energy spectrum, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7960, https://doi.org/10.5194/egusphere-egu21-7960, 2021.

11:10–11:12
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EGU21-1768
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Alexey Slunyaev and Anna Kokorina

Long-living coherent wave patterns embedded into the irregular wave fields are studied using the data of extensive numerical simulations of the Euler equations in deep water. The distributions of the rogue wave lifetimes according to the numerical simulations of JONSWAP waves with narrow and broad angle spectra are discussed. The observation of a wave group persisting for more than 200 periods in the direct numerical simulation of nonlinear unidirectional irregular water waves is discussed. Through solution of the associated scattering problem for the nonlinear Schrodinger equation, the persisting group is identified as the intense envelope soliton with remarkably stable parameters. Most of extreme waves occur on top of this group, resulting in higher and longer rogue wave events. It is shown that the persisting wave structure survives under the conditions of directional waves with moderate spread of directions. The survivability of coherent wave patterns is expected to further increase when the waves are guided by currents or the topography.

 

The research is supported by the RSF grant No. 19-12-00253; the study of trapped waves is performed for the RFBR grant No. 21-55-15008.

How to cite: Slunyaev, A. and Kokorina, A.: Long-living coherent patterns in the fields of irregular waves in deep water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1768, https://doi.org/10.5194/egusphere-egu21-1768, 2021.

11:12–11:14
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EGU21-9833
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ECS
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Sergey Dremov, Dmitry Kachulin, and Alexander Dyachenko

               The work presents the results of studying the bound coherent structures propagating on the free surface of ideal incompressible fluid of infinite depth. Examples of such structures are bi-solitons which are exact solutions of the known approximate model for deep water waves — the nonlinear Schrödinger equation (NLSE). Recently, when studying multiple breathers collisions, the occurrence of such objects was found in a more accurate model of the supercompact equation for unidirectional water waves [1]. The aim of this work is obtaining and further studying such structures with different parameters in the supercompact equation and in the full system of nonlinear equations for potential flows of an ideal incompressible fluid written in conformal variables. The algorithm used for finding the bound coherent objects was similar to the one described in [2]. As the initial conditions for obtaining such structures in the framework of the above models, the NLSE bi-soliton solutions were used, as well as two single breathers numerically found by the Petviashvili method and placed in a same point of the computational domain. During the evolution calculation the initial structures emitted incoherent waves which were filtered at the boundaries of the domain using the damping procedure. It is shown that after switching off the filtering of radiation, periodically oscillating coherent objects remain on the surface of the liquid, propagate stably during one hundred thousand characteristic wave periods and do not lose energy. The profiles of such structures at different parameters are compared.

This work was supported by RSF grant 19-72-30028 and RFBR grant 20-31-90093.

[1] Kachulin D., Dyachenko A., Dremov S. Multiple Soliton Interactions on the Surface of Deep Water //Fluids. – 2020. – Т. 5. – №. 2. – С. 65.

[2] Dyachenko A. I., Zakharov V. E. On the formation of freak waves on the surface of deep water //JETP letters. – 2008. – Т. 88. – №. 5. – С. 307.

How to cite: Dremov, S., Kachulin, D., and Dyachenko, A.: Bound Coherent Structures Propagating on the Free Surface of Deep Water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9833, https://doi.org/10.5194/egusphere-egu21-9833, 2021.

11:14–11:16
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EGU21-4470
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Henrik Kalisch, Maria Bjørnestad, Volker Roeber, and Francesco Lagona

Some rock coasts around the world feature very steep slopes immediately adjacent to the shore. If surface waves propagate on such a steep bottom slope, they experience only slight amplification until very close to shore. In this situation, unexpectedly large wave events may occur near the shore. We combine insight from solutions of a simplified mathematical model with statistical analysis and with observations at the Norwegian coast to conclude that even under moderate wave conditions, very large run-up can occur at the shore.

M. Bjørnestad and H. Kalisch, “Extreme wave runup on a steep coastal profile,” AIP Advances 10, 105205 (2020)

How to cite: Kalisch, H., Bjørnestad, M., Roeber, V., and Lagona, F.: Extreme wave run-up on steep rock coasts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4470, https://doi.org/10.5194/egusphere-egu21-4470, 2021.

11:16–11:18
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EGU21-15493
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Amin Chabchoub, Yuchen He, Ana Vila-Concejo, and Alexander Babanin

Extreme waves events, also referred to as rogue waves, are known to appear in deep-water conditions as well as nearshore zones. The formation of large-amplitude waves in offshore areas has been well-documented and intensively studied in the last decades. On the other hand, wave processes near the coastlines are known to be dominated by wave reflections, which have a significant influence on the incident waves. This experimental study aims to improve understanding of rogue wave formation mechanisms and statistics when waves reflections are at play. To tackle this, several JONSWAP wave trains have been generated in a water wave flume wave while varying the artificial beach inclination to allow several wave reflection conditions. The data collected near the beach confirms an increased formation of extreme waves and attests the decrease of kurtosis with the increase of the beach inclination. Numerical simulations, based on weakly nonlinear wave evolution models, show a very good agreement with the laboratory experiments. 

How to cite: Chabchoub, A., He, Y., Vila-Concejo, A., and Babanin, A.: Experiments and simulations on extreme waves near reflective beaches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15493, https://doi.org/10.5194/egusphere-egu21-15493, 2021.

11:18–11:20
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EGU21-10645
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ECS
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Ton van den Bremer, Yan Li, Samuel Draycott, Yaokun Zheng, Zhiliang Lin, and Thomas Adcock

Abrupt depth transitions have recently been identified as potential causes of `rogue' or extreme ocean waves. When stationary and (close-to) normally distributed waves travel into shallower water over an abrupt depth transition, 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 the peaks arise from the interaction between linear free and second-order bound waves, also present in the absence of the abrupt depth transition, and new second-order free waves generated due to the abrupt depth transition.

How to cite: van den Bremer, T., Li, Y., Draycott, S., Zheng, Y., Lin, Z., and Adcock, T.: Why rogue waves occur atop abrupt depth transitions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10645, https://doi.org/10.5194/egusphere-egu21-10645, 2021.

11:20–11:22
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EGU21-9261
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ECS
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Christopher Lawrence, Karsten Trulsen, and Odin Gramstad

Non-uniform bathymetry may modify the wave statistics for both surface elevation and velocity field.
Laboratory evidence reported by Trulsen et al. (2012) shows that for a relatively long unidirectional
waves propagating over a sloping bottom, from deep to shallower water, there can be a local maximum
of kurtosis and skewness in surface elevation near the edge of the shallower side of the slope. Recent
laboratory experiments of long-crested irregular waves propagating over a shoal by Trulsen et al. (2020)
reported that the kurtosis of horizontal velocity field have different behaviour from the kurtosis of surface
elevation where the local maximum of kurtosis in surface elevation and horizontal velocity occur at
different location.
In present work, we utilize numerical simulation to study the evolution of skewness and kurtosis for
irregular waves propagating over a three-dimensional varying bathymetry. Numerical simulations are
based on High Order Spectral Method (HOSM) for variable depth as described in Gouin et al. (2017)
for wave evolution and Variational Boussinesq model (VBM) as described in Lawrence et al. (2021) for
velocity field calculation.

 

References

GOUIN, M., DUCROZET, G. & FERRANT, P. 2017 Propagation of 3D nonlinear waves over an elliptical
mound with a High-Order Spectral method. Eur. J. Mech. B Fluids 63, 9–24.
LAWRENCE, C., GRAMSTAD, O. & TRULSEN, K. 2021 Variational Boussinesq model for kinematics
calculation of surface gravity waves over bathymetry. Wave Motion 100, 102665.
TRULSEN, K., RAUSTØL, A., JORDE, S. & RYE, L. 2020 Extreme wave statistics of long-crested
irregular waves over a shoal. J. Fluid Mech. 882, R2.
TRULSEN, K., ZENG, H. & GRAMSTAD, O. 2012 Laboratory evidence of freak waves provoked by
non-uniform bathymetry. Phys. Fluids 24, 097101.

How to cite: Lawrence, C., Trulsen, K., and Gramstad, O.: Extreme wave statistics of random waves propagating over a 3D varying bathymetry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9261, https://doi.org/10.5194/egusphere-egu21-9261, 2021.

11:22–11:24
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EGU21-11125
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ECS
Zibo Zheng, Yan Li, and Simen Ellingsen

An open ocean often has a wind driven shear-current near the surface that is able to significantly change the properties of surface waves. This work aims to investigate the effects of a vertically sheared background flow on weakly nonlinear waves with both a statistical study for irregular random waves and a deterministic study for a wave group.

We first extended the theory by Dalzell (1999) to allow for the effects of a horizontal background flow with arbitrary depth dependence. The extended theory is valid up to second order in wave steepness and is applicable for directional-spread waves of a broad bandwidth. The Direct Integration Method (Li & Ellingsen 2019) is used for the linear dispersion relation.

Using the theory, we examine the effects of an opposing and assisting shear, respectively, on the nonlinear properties of a short wave group on deep-water through comparisons to cases without a shear flow. A shear flow leads to wave crests (troughs) being either steepened or flattened, depending mainly on the direction of a shear relative to the propagation direction of the group and the strength of the depth-integrated velocity of a shear relative to the group velocity. We, furthermore, investigated skewness and kurtosis of a time record of the wave elevation for irregular waves in a background sheared flow, compared to a linear Gaussian random sea for surface waves only. We obtained the probability density function and exceedance probability for wave crests. Relevance for rogue wave formation is discussed.

Key words: waves/free-surface flow, ocean surface waves, wave-current interaction

 

References

Dalzell, J. F. "A note on finite depth second-order wave–wave interactions." Applied Ocean Research 21, no. 3 (1999): 105-111.

Li, Y., and Ellingsen, S. Å. "A framework for modeling linear surface waves on shear currents in slowly varying waters." Journal of Geophysical Research: Oceans 124, no. 4 (2019): 2527-2545.  

How to cite: Zheng, Z., Li, Y., and Ellingsen, S.: Weakly nonlinear surface gravity waves in a depth-dependent background flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11125, https://doi.org/10.5194/egusphere-egu21-11125, 2021.

11:24–11:26
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EGU21-14644
Julien Touboul, Xavier Bertin, and Efim Pelinovsky

For various experimental reasons, the measurement of water waves propagating in shallow water environments such as surf zones or coastal areas is a difficult task. Deploying surface measuring instruments can be inconvenient, dangerous, or simply expensive. Thus, such measurements are often performed using bottom mounted pressure sensors. Unfortunately, the problem of reconstructing surface elevation based on a single point pressure sensor is an ill-posed problem.

Indeed, the pressure data collected should be inverted to provide the related water elevation. However, the transfer function traditionally used to perform this inversion is subject to question. When considering very long waves, like tides and tsunamis, the pressure is hydrostatic as long as dispersive effects can be neglected and recovering surface elevation from the bottom pressure does not imply any particular difficulty. Yet, for steeper waves propagating in such depth conditions, nonlinearity might play a significant role (Didenkulova et al., 2021).

In coastal areas, the propagation of water waves is more complex, and often involves dispersion or nonlinearity. In such areas, one may find wind waves, which are strongly dispersive, even in the coastal zone. Using linear theory might be helpful, in such cases, but is also subject to questions (Touboul & Pelinovsky, 2018). Besides, other corrections related to their dispersive behaviour might play a significant role. Various phenomena, such as partially standing waves (Touboul & Pelinovsky, 2014), or the superimposition of current, might also play a significant role.

In this work, we investigate the performance of classical reconstruction techniques, but also more recent approaches (Oliveras et al., 2012, Clamond & Constantin, 2013, Bonneton et al., 2018), by confronting their prediction to field data collected in the central part of the Bay of Biscay using current meters mounted with pressure and acoustic surface tracking sensors . These data are obtained in various depth conditions, often in extreme conditions and provide pressure records, current velocity, and direct measurement of the water elevation. Thus, the use of methods presenting various degrees of sophistication allows us to analyze in details the respective roles played by the current, the dispersion, and the nonlinearity.

The joint French-Russian grant No. 19-55-15005 is acknowledged.

[1] E. Didenkulova, E. Pelinovsky & J. Touboul, Long-wave approximations in the description of bottom pressure, Wave Motion, vol. 100, No. 1, 102668 (2021)

[2] J. Touboul & E. Pelinovsky, "On the use of linear theory for measuring surface waves using bottom pressure distribution", Eur. J. Mech. B: Fluids, 67, 97–103, (2018).

[3] J. Touboul & E. Pelinovsky, "Bottom pressure distribution under a solitonic wave reflecting on a vertical wall", Eur. J. Mech., B. Fluids, 48, p. 13-18, (2014).

[4] K.L. Oliveras, V. Vasan, B. Deconinck, D. Henderson, Recovering the water wave profile from pressure measurement, SIAM J. Appl. Math. 72 (3) 897–918 (2012).

[5] P. Bonneton, D. Lannes, K. Martins., H. Michallet, A nonlinear weakly dispersive method for recovering the elevation of irrotational surface waves from pressure measurements, Coastal Engineering 138, 1–8 (2018).

[6] D. Clamond, A. Constantin, Recovery of steady periodic wave profiles from pressure measurements at the bed, J. Fluid Mech. 714, 463–475 (2013).

How to cite: Touboul, J., Bertin, X., and Pelinovsky, E.: Measuring water waves in the field from bottom mounted pressure sensors, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14644, https://doi.org/10.5194/egusphere-egu21-14644, 2021.

11:26–11:28
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EGU21-1779
Anna Kokorina, Alexey Slunyaev, and Marco Klein

The data of simultaneous measurements of the surface displacement produced by propagating planar waves in experimental flume and of the dynamic pressure fields beneath the waves are compared with the theoretical predictions based on different approximations for modulated potential gravity waves. The performance of different theories to reconstruct the pressure field from the known surface displacement time series (the direct problem) is investigated. A new two-component theory for weakly modulated weakly nonlinear waves is proposed, which exhibits the best capability among the considered. Peculiarities of the vertical modes of the nonlinear pressure harmonics are discussed.

 

The work was supported by the RFBR projects 19-55-15005 and 20-05-00162 (AK).

How to cite: Kokorina, A., Slunyaev, A., and Klein, M.: Nonlinear dynamic pressure beneath waves in water of large and intermediate depth, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1779, https://doi.org/10.5194/egusphere-egu21-1779, 2021.

11:28–11:30
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EGU21-2823
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ECS
Yiyi Whitchelo, Ingrid Olsen, and Karsten Trulsen
Sea ice covers about 7% of the Earth's surface and 12% of the world's oceans. The presence of global warming and an increase in human activities in the polar region has resulted in significant interest in the behaviour of waves and ice interaction. In this study, the experimental investigation of waves-ice interaction is presented in the form of propagating waves in elastic materials. This investigation aims to study wave propagation, and energy transition as waves enter from open water to a water region covered with an elastic sheet. As the waves propagate in the elastic material, the waves immediately attenuate, suggesting a loss in energy. This loss in energy cannot be explained in the classical sense (breaking etc.) as the elastic sheet's existence prevents the breaking in waves of large amplitudes. The underlying mechanism as waves adapt to the elastic region is crucial for understanding the possibility of build-up in wave energy within the elastic sheet.
 
For the experiments, a JONSWAP spectrum was used to generate wave fields. Ultrasonic probes were used to measure the surface elevation of the elastic layer and the open water free surface, and these two were compared. The attenuation rates are investigated as a function of distance. The spatio-temporal properties of the wave fields are investigated using 2D FFT to obtain the wavenumber-frequency spectrum. We find significant second-order nonlinear effects as the waves propagate with an elastic cover. Especially the occurrence of second-order difference interactions, sometimes called the group line, was found to be conspicuous in some of the wave fields.

How to cite: Whitchelo, Y., Olsen, I., and Trulsen, K.: Waves in elastic material, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2823, https://doi.org/10.5194/egusphere-egu21-2823, 2021.

11:30–11:32
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EGU21-1641
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Efim Pelinovsky, Anna Kokorina, Alexey Slunyaev, Tatiana Talipova, Ekaterina Didenkulova, Tatiana Tarasova, and Dmitry Pelinovsky

In this study, we investigate the rogue-wave-type phenomena in the physical systems described by the Korteweg-de Vries (KdV)-like equation in the form $ u_t + [u^m \sgn{u}]_x + u_{xxx} = 0 $ with the arbitrary real coefficient $m>0$. The periodic waves (sinusoidal or cnoidal) described by this equation have been shown to suffer from the modulational instability if $m \ge 3$; the modulational growth results in the formation of rogue waves similar to the Peregrine, Kuznetsov-Ma or Akhmediev breathers known for the nonlinear Schrodinger equation. In this work we focus on the rogue wave occurrence in ensembles of soliton-type waves. First of all, the characteristics of the solitary waves are investigated depending on the power $m$. The existence of solitary waves with exponential tails, as well as algebraic solitons and compactons has been shown for different ranges of the parameter $m$ values. Their energetic stability is discussed. Two solitary wave/breathers interactions are studied as elementary acts of the soliton/breather turbulence. It is demonstrated that the property of attracting solitons/breathers is a necessity condition for the formation of rogue waves. Rigorous results are obtained for the integrable versions of the KdV-type equations. Series of numerical simulations of the rogue wave generation has been conducted for different values of $m$. The obtained results are applied to the problems of surface and internal waves in the ocean, and to elastic waves in the solid medium.

The research is supported by the RNF grant 19-12-00253.

How to cite: Pelinovsky, E., Kokorina, A., Slunyaev, A., Talipova, T., Didenkulova, E., Tarasova, T., and Pelinovsky, D.: Rogue waves in the KdV-type models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1641, https://doi.org/10.5194/egusphere-egu21-1641, 2021.

11:32–11:34
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EGU21-6951
Constance Schober

Spatially periodic breather solutions (SPBs) of the nonlinear Schrödinger  (NLS) equation are frequently used to model rogue waves and are typically unstable.  In this talk we examine the effects of dissipation and higher order nonlinearities on the stabilization of N-mode SPBs, 1 ≤ N ≤ 3, in the framework of a damped higher order NLS (HONLS) equation.  We observe the onset of  novel  instabilities  associated with the development of critical  states resulting from symmetry breaking  in the damped HONLS system. We develop a broadened Floquet characterization of  instabilities of solutions of  the NLS equation by showing that instabilities are  associated with degenerate complex elements of not only the discrete, but also the continuous Floquet spectrum. As a result, the Floquet criteria for the stabilization of a solution of the damped HONLS centers around the elimination of all complex degenerate elements of the spectrum. For  a given  initial N-mode SPB,  a short-time perturbation analysis shows that the  complex double points associated with resonant modes split under the damped HONLS while those associated with  nonresonant modes remain closed. The corresponding  damped HONLS numerical experiments corroborate that instabilities associated with  nonresonant modes persist  on a longer time scale than the instabilities associated with resonant modes.
  

How to cite: Schober, C.: On the stabilization of breather-type solutions of the  damped higher order nonlinear Schrödinger equation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6951, https://doi.org/10.5194/egusphere-egu21-6951, 2021.

11:34–11:36
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EGU21-13742
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Andrey Gelash and Rustam Mullyadzhanov

The propagation of nonlinear waves is well-described by a number of integrable models leading to the concept of the scattering data also known as the nonlinear Fourier spectrum. Here we investigate the fundamental problem of the nonlinear wavefield scattering data corrections in response to a perturbation of initial condition using inverse scattering transform theory. We present a complete theoretical linear perturbation framework to evaluate first-order corrections of the full set of the scattering data within the integrable one-dimensional focusing nonlinear Schrodinger (NLSE) equation, see our recent preprint [1]. The general scattering data portrait reveals nonlinear coherent structures - solitons - playing the key role in the wavefield evolution. Applying the developed theory to a classic box-shaped wavefield we solve the derived equations analytically for a single Fourier mode acting as a perturbation to the initial condition, thus, leading to the sensitivity closed-form expressions for basic soliton characteristics, i.e. the amplitude, velocity, phase and its position. With the appropriate statistical averaging we model the soliton noise-induced effects resulting in compact relations for standard deviations of soliton parameters. Relying on a concept of a virtual soliton eigenvalue we derive the probability of a soliton emergence or the opposite due to noise and illustrate these theoretical predictions with direct numerical simulations of the NLSE evolution. Note that the evolution of the box field within the NLSE model represents a classical so-called dam-break problem. A wide box-shaped field is unstable to long wave perturbations constituting the phenomena of modulation instability. In conclussion we discuss possible applications of the developed theory to these fundamental problems of physics of nonlinear waves.


The work was supported by Russian Science Foundation grant No. 20-71-00022.


[1] R. Mullyadzhanov and A. Gelash. Solitons in a box-shaped wavefield with noise: perturbation theory and statistics. arXiv preprint arXiv:2008.08874, 2020.

How to cite: Gelash, A. and Mullyadzhanov, R.: Solitons in a box-shaped wavefield with noise: perturbation theory and statistics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13742, https://doi.org/10.5194/egusphere-egu21-13742, 2021.

11:36–11:38
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EGU21-1720
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ECS
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Ilya Mullyadzhanov, Rustam Mullyadzhanov, and Andrey Gelash

The one-dimensional nonlinear Schrodinger equation (NLSE) serves as a universal model of nonlinear wave propagation appearing in different areas of physics. In particular it describes weakly nonlinear wave trains on the surface of deep water and captures up to certain extent the phenomenon of rogue waves formation. The NLSE can be completely integrated using the inverse scattering transform method that allows transformation of the wave field to the so-called scattering data representing a nonlinear analogue of conventional Fourier harmonics. The scattering data for the NLSE can be calculated by solving an auxiliary linear system with the wave field playing the role of potential – the so-called Zakharov-Shabat problem. Here we present a novel efficient approach for numerical computation of scattering data for spatially periodic nonlinear wave fields governed by focusing version of the NLSE. The developed algorithm is based on Fourier-collocation method and provides one an access to full scattering data, that is main eigenvalue spectrum (eigenvalue bands and gaps) and auxiliary spectrum (specific phase parameters of the nonlinear harmonics) of Zakharov-Shabat problem. We verify the developed algorithm using a simple analytic plane wave solution and then demonstrate its efficiency with various examples of large complex nonlinear wave fields exhibiting intricate structure of bands and gaps. Special attention is paid to the case when the wave field is strongly nonlinear and contains solitons which correspond to narrow gaps in the eigenvalue spectrum, see e.g. [1], when numerical computations may become unstable [2]. Finally we discuss applications of the developed approach for analysis of numerical and experimental nonlinear wave fields data.

The work was supported by Russian Science Foundation grant No. 20-71-00022.

[1] A. A. Gelash and D. S. Agafontsev, Physical Review E 98, 042210 (2018).

[2] A. Gelash and R. Mullyadzhanov, Physical Review E 101, 052206 (2020).

How to cite: Mullyadzhanov, I., Mullyadzhanov, R., and Gelash, A.: Efficient Fourier-collocation method for full scattering data of Zakharov-Shabat periodic problem, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1720, https://doi.org/10.5194/egusphere-egu21-1720, 2021.

11:38–11:40
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EGU21-1730
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ECS
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Aleksandr Gudko, Andrey Gelash, and Rustam Mullyadzhanov

Similar to the theory of direct scattering transform for nonlinear wave fields containing solitons within the focusing one-dimensional nonlinear Schrödinger equation [1], we revisit the theory associated with the Korteweg–De Vries equation. We study a crucial fundamental property of the scattering problem for multisoliton potentials demonstrating that in many cases position parameters of solitons cannot be identified with standard machine precision arithmetics making solitons in some sense “uncatchable”. Using the dressing method we find the landscape of soliton scattering coefficients in the plane of the complex spectral parameter for multisoliton wave fields truncated within a finite domain, allowing us to capture the nature of such anomalous numerical errors. They depend on the size of the computational domain L leading to a counterintuitive exponential divergence when increasing L in the presence of a small uncertainty in soliton eigenvalues. Then we demonstrate how one of the scattering coefficients loses its analytical properties due to the lack of the wave-field compact support in case of L→∞. Finally, we show that despite this inherent direct scattering transform feature, the wave fields of arbitrary complexity can be reliably analyzed using high-precision arithmetics and high-order algorithms based on the Magnus expansion [2, 3] providing accurate information about soliton amplitudes, velocities, positions and intensity of the radiation. This procedure is robust even in the presence of noise opening broad perspectives in analyzing experimental data on propagation of surface waves on shallow water.

The work is partially funded by Russian Science Foundation grant No 19-79-30075.

[1] Gelash A., Mullyadzhanov R. Anomalous errors of direct scattering transform // Physical Review E 101 (5), 052206, 2020.

[2] Mullyadzhanov R., Gelash A. Direct scattering transform of large wave packets // Optics Letters 44 (21), 5298-5301, 2019.

[3] Gudko A., Gelash A., Mullyadzhanov R. High-order numerical method for scattering data of the Korteweg—De Vries equation // Journal of Physics: Conference Series 1677 (1), 012011, 2020.

 

 

How to cite: Gudko, A., Gelash, A., and Mullyadzhanov, R.: High-orders methods and high-precision arithmetics make direct scattering transform for the Korteweg-De Vries equation robust., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1730, https://doi.org/10.5194/egusphere-egu21-1730, 2021.

11:40–12:30