Modulational instability in directional wave fields, and extreme wave events

The paper is based on review of research articles by the authors, with the purpose to demonstrate that the modulational-instability mechanism is active in typical directional wave fields. If so, possible limits for the wave height due to such mechanism can be outlined. The modulational instability c...

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Published in:Volume 2: Structures, Safety and Reliability
Main Authors: Babanin, Alexander V., Waseda, Takuji, Shugan, Igor, Hwung, Hweng-Hweng
Other Authors: Swinburne University of Technology
Format: Conference Object
Language:unknown
Published: American Society of Mechanical Engineers 2011
Subjects:
Online Access:http://hdl.handle.net/1959.3/207056
https://doi.org/10.1115/OMAE2011-49540
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spelling ftswinburne:tle:281a7e28-0d24-4fd9-a982-78d08a987ba3:28f49f06-0da8-44be-9edc-ad1dd0a9c582:1 2023-05-15T14:25:51+02:00 Modulational instability in directional wave fields, and extreme wave events Babanin, Alexander V. Waseda, Takuji Shugan, Igor Hwung, Hweng-Hweng Swinburne University of Technology 2011 http://hdl.handle.net/1959.3/207056 https://doi.org/10.1115/OMAE2011-49540 unknown American Society of Mechanical Engineers http://purl.org/au-research/grants/arc/LP0883888 http://purl.org/au-research/grants/arc/DP1093517 http://hdl.handle.net/1959.3/207056 https://doi.org/10.1115/OMAE2011-49540 Copyright © 2011 by ASME. ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering (OMAE 2011), Rotterdam, The Netherlands, 19-24 June 2011, Vol. 2, pp. 409-415, paper no. OMAE2011-49540 Conference paper 2011 ftswinburne https://doi.org/10.1115/OMAE2011-49540 2020-03-16T23:26:42Z The paper is based on review of research articles by the authors, with the purpose to demonstrate that the modulational-instability mechanism is active in typical directional wave fields. If so, possible limits for the wave height due to such mechanism can be outlined. The modulational instability can lead to occurrence of very high waves, which either proceed to the breaking or appear as rogue events, but it was derived for and is usually associated with two-dimensional wave trains. There exists argument, both analytical and experimental, that this kind of instability is impaired or even suppressed in three-dimensional (directional) wave systems. The first part of the paper demonstrates indirect experimental evidences which relate the wave breaking in oceanic conditions to features of two-dimensional breaking waves due to modulational instability. The second section is dedicated to direct measurements of such instability-caused breaking in a directional wave tank with directional spread and mean steepness typical of those in the field. The last section provides conclusions on what is maximal height of an individual wave, depending on the mean wave steepness in a wave train/field, that can be achieved due to such non-linear evolution of wave trains. Conference Object Arctic Swinburne University of Technology: Swinburne Research Bank Volume 2: Structures, Safety and Reliability 409 415
institution Open Polar
collection Swinburne University of Technology: Swinburne Research Bank
op_collection_id ftswinburne
language unknown
description The paper is based on review of research articles by the authors, with the purpose to demonstrate that the modulational-instability mechanism is active in typical directional wave fields. If so, possible limits for the wave height due to such mechanism can be outlined. The modulational instability can lead to occurrence of very high waves, which either proceed to the breaking or appear as rogue events, but it was derived for and is usually associated with two-dimensional wave trains. There exists argument, both analytical and experimental, that this kind of instability is impaired or even suppressed in three-dimensional (directional) wave systems. The first part of the paper demonstrates indirect experimental evidences which relate the wave breaking in oceanic conditions to features of two-dimensional breaking waves due to modulational instability. The second section is dedicated to direct measurements of such instability-caused breaking in a directional wave tank with directional spread and mean steepness typical of those in the field. The last section provides conclusions on what is maximal height of an individual wave, depending on the mean wave steepness in a wave train/field, that can be achieved due to such non-linear evolution of wave trains.
author2 Swinburne University of Technology
format Conference Object
author Babanin, Alexander V.
Waseda, Takuji
Shugan, Igor
Hwung, Hweng-Hweng
spellingShingle Babanin, Alexander V.
Waseda, Takuji
Shugan, Igor
Hwung, Hweng-Hweng
Modulational instability in directional wave fields, and extreme wave events
author_facet Babanin, Alexander V.
Waseda, Takuji
Shugan, Igor
Hwung, Hweng-Hweng
author_sort Babanin, Alexander V.
title Modulational instability in directional wave fields, and extreme wave events
title_short Modulational instability in directional wave fields, and extreme wave events
title_full Modulational instability in directional wave fields, and extreme wave events
title_fullStr Modulational instability in directional wave fields, and extreme wave events
title_full_unstemmed Modulational instability in directional wave fields, and extreme wave events
title_sort modulational instability in directional wave fields, and extreme wave events
publisher American Society of Mechanical Engineers
publishDate 2011
url http://hdl.handle.net/1959.3/207056
https://doi.org/10.1115/OMAE2011-49540
genre Arctic
genre_facet Arctic
op_source ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering (OMAE 2011), Rotterdam, The Netherlands, 19-24 June 2011, Vol. 2, pp. 409-415, paper no. OMAE2011-49540
op_relation http://purl.org/au-research/grants/arc/LP0883888
http://purl.org/au-research/grants/arc/DP1093517
http://hdl.handle.net/1959.3/207056
https://doi.org/10.1115/OMAE2011-49540
op_rights Copyright © 2011 by ASME.
op_doi https://doi.org/10.1115/OMAE2011-49540
container_title Volume 2: Structures, Safety and Reliability
container_start_page 409
op_container_end_page 415
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