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EFFECTS OF NONLINEARITY ON THE FORMULATION OF THE CREST ELEVATION AND THE CREST WIDTH OF EXTREME WAVES IN RANDOM SEAS

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Autore
Spiliotopoulos G., Katsardi V.
Data
2022
Language
en
DOI
10.1115/OMAE2022-79089
Soggetto
Extreme events
Extreme waves
Finite water depth
Focused waves
Fully nonlinear
Random sea
Random simulation
Random waves
Sea state
Wave simulations
Ocean currents
American Society of Mechanical Engineers (ASME)
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Abstract
This work highlights the effects of nonlinearity on extreme events that rise during directional focused and random wave simulations in finite water depths. For this purpose, the fully nonlinear model “HOS-Ocean” by Ducrozet et al. (2016) [1] is considered and compared with linear simulations. Large waves are formed through a series of linear and nonlinear focused and random simulations. The effect of water depth and directionality is considered by applying different directional spreadings relative to a range of short crested to long crested sea states. The results offer transparency in understanding the physics underlying such extreme events. It is shown that “walls of water” are also formulated in finite water depth, as is the case for deep water [2]. Indeed, the sea-state becomes more long-crested during the formulation of the extreme events in both focused and random simulations; all highly dependant on the directionality of the wavefield. The above is highlighted in the substantially increased crest width measured in the nonlinear simulations despite the decreased maximum crest elevations. Copyright © 2022 by ASME.
URI
http://hdl.handle.net/11615/79335
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