Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow

Detalhes bibliográficos
Autor(a) principal: Kern, N.
Data de Publicação: 2021
Outros Autores: Chaubet, C., Kraenkel, R. A. [UNESP], Manna, M. A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1016/j.coastaleng.2021.103976
http://hdl.handle.net/11449/229579
Resumo: The Miles’ theory of wave amplification by wind is extended to the case of finite depth h and a shear flow with (constant) vorticity Ω. Vorticity is characterised through the non-dimensional parameter ν=ΩU1/g, where g the gravitational acceleration, U1 a characteristic wind velocity. The notion of ’wave age’ is generalised to account for the effect of vorticity. Several widely used growth rates are derived analytically from the dispersion relation of the wind/water interface, and their dependence on both water depth and vorticity is derived and discussed. Vorticity is seen to shift the maximum wave age, similar to what was previously known to be the effect of water depth. At the same time, a novel effect arises and the growth coefficients, at identical wave age and depth, are shown to experience a net increase or decrease according to the shear gradient in the water flow.
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spelling Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flowConstant vorticityFinite depthMiles theoryWind wave growth rateWind-generated wavesThe Miles’ theory of wave amplification by wind is extended to the case of finite depth h and a shear flow with (constant) vorticity Ω. Vorticity is characterised through the non-dimensional parameter ν=ΩU1/g, where g the gravitational acceleration, U1 a characteristic wind velocity. The notion of ’wave age’ is generalised to account for the effect of vorticity. Several widely used growth rates are derived analytically from the dispersion relation of the wind/water interface, and their dependence on both water depth and vorticity is derived and discussed. Vorticity is seen to shift the maximum wave age, similar to what was previously known to be the effect of water depth. At the same time, a novel effect arises and the growth coefficients, at identical wave age and depth, are shown to experience a net increase or decrease according to the shear gradient in the water flow.Université Montpellier Laboratoire Charles Coulomb UMR 5221, CNRS UMInstituto de Física Téorica-UNESP Universidade Estadual Paulista, Rua Dr. Bento Teobaldo Ferraz 271 Bloco IIInstituto de Física Téorica-UNESP Universidade Estadual Paulista, Rua Dr. Bento Teobaldo Ferraz 271 Bloco IILaboratoire Charles Coulomb UMR 5221Universidade Estadual Paulista (UNESP)Kern, N.Chaubet, C.Kraenkel, R. A. [UNESP]Manna, M. A.2022-04-29T08:33:18Z2022-04-29T08:33:18Z2021-12-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.1016/j.coastaleng.2021.103976Coastal Engineering, v. 170.0378-3839http://hdl.handle.net/11449/22957910.1016/j.coastaleng.2021.1039762-s2.0-85115642289Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCoastal Engineeringinfo:eu-repo/semantics/openAccess2022-04-29T08:33:18Zoai:repositorio.unesp.br:11449/229579Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:36:03.179596Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
title Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
spellingShingle Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
Kern, N.
Constant vorticity
Finite depth
Miles theory
Wind wave growth rate
Wind-generated waves
title_short Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
title_full Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
title_fullStr Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
title_full_unstemmed Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
title_sort Miles’ mechanism for generating surface water waves by wind, in finite water depth and subject to constant vorticity flow
author Kern, N.
author_facet Kern, N.
Chaubet, C.
Kraenkel, R. A. [UNESP]
Manna, M. A.
author_role author
author2 Chaubet, C.
Kraenkel, R. A. [UNESP]
Manna, M. A.
author2_role author
author
author
dc.contributor.none.fl_str_mv Laboratoire Charles Coulomb UMR 5221
Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Kern, N.
Chaubet, C.
Kraenkel, R. A. [UNESP]
Manna, M. A.
dc.subject.por.fl_str_mv Constant vorticity
Finite depth
Miles theory
Wind wave growth rate
Wind-generated waves
topic Constant vorticity
Finite depth
Miles theory
Wind wave growth rate
Wind-generated waves
description The Miles’ theory of wave amplification by wind is extended to the case of finite depth h and a shear flow with (constant) vorticity Ω. Vorticity is characterised through the non-dimensional parameter ν=ΩU1/g, where g the gravitational acceleration, U1 a characteristic wind velocity. The notion of ’wave age’ is generalised to account for the effect of vorticity. Several widely used growth rates are derived analytically from the dispersion relation of the wind/water interface, and their dependence on both water depth and vorticity is derived and discussed. Vorticity is seen to shift the maximum wave age, similar to what was previously known to be the effect of water depth. At the same time, a novel effect arises and the growth coefficients, at identical wave age and depth, are shown to experience a net increase or decrease according to the shear gradient in the water flow.
publishDate 2021
dc.date.none.fl_str_mv 2021-12-01
2022-04-29T08:33:18Z
2022-04-29T08:33:18Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1016/j.coastaleng.2021.103976
Coastal Engineering, v. 170.
0378-3839
http://hdl.handle.net/11449/229579
10.1016/j.coastaleng.2021.103976
2-s2.0-85115642289
url http://dx.doi.org/10.1016/j.coastaleng.2021.103976
http://hdl.handle.net/11449/229579
identifier_str_mv Coastal Engineering, v. 170.
0378-3839
10.1016/j.coastaleng.2021.103976
2-s2.0-85115642289
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Coastal Engineering
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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