Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case

A new set of experimental data is used in the numerical validation (2DH) of waves propagating towards a scaled harbour facility. The Laredo marina-harbour located at the North coast of Cantabria (Spain), which has lately improved by the extension of its main breakwater, was modelled in the 28 m long...

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Autores: Díaz Hernández, Gabriel|||0000-0002-7830-4683, Lomónaco Tonda, Pedro, Armesto Álvarez, José Antonio, Mendoza Munizaga, Andres Patricio
Tipo de recurso: artículo
Fecha de publicación:2012
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/3778
Acceso en línea:http://hdl.handle.net/10902/3778
Access Level:acceso abierto
Palabra clave:Numerical model
Coulwave
Physical model
Breaking wave
Rubble-mound Breakwater
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spelling Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark caseDíaz Hernández, Gabriel|||0000-0002-7830-4683Lomónaco Tonda, PedroArmesto Álvarez, José AntonioMendoza Munizaga, Andres PatricioNumerical modelCoulwavePhysical modelBreaking waveRubble-mound BreakwaterA new set of experimental data is used in the numerical validation (2DH) of waves propagating towards a scaled harbour facility. The Laredo marina-harbour located at the North coast of Cantabria (Spain), which has lately improved by the extension of its main breakwater, was modelled in the 28 m long and 8.6 m wide directional wave basin of the Environmental Hydraulic Institute, at the University of Cantabria. For two months, different 3D tests were simulated for this harbour configuration, starting with the detailed construction of the real bathymetry contour data, and followed by the construction of the 450 m (trunk and head), of a curved rubble-mound, 1:2 slope breakwater, capped with a variable height L-shaped crownwall and the armour layer is composed of 60 ton (trunk) and 70 ton (roundhead) cubic units.Coastal Engineering Research CouncilUniversidad de Cantabria20122012-10-25journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/3778Coastal Engineering Proceedings, 2012,33, Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Atribución 3.0 Españahttp://creativecommons.org/licenses/by/3.0/es/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/37782026-06-02T12:39:31Z
dc.title.none.fl_str_mv Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
title Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
spellingShingle Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
Díaz Hernández, Gabriel|||0000-0002-7830-4683
Numerical model
Coulwave
Physical model
Breaking wave
Rubble-mound Breakwater
title_short Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
title_full Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
title_fullStr Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
title_full_unstemmed Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
title_sort Numerical validation of wave propagation, transformation and dissipation towards a harbour facility: a new bechmark case
dc.creator.none.fl_str_mv Díaz Hernández, Gabriel|||0000-0002-7830-4683
Lomónaco Tonda, Pedro
Armesto Álvarez, José Antonio
Mendoza Munizaga, Andres Patricio
author Díaz Hernández, Gabriel|||0000-0002-7830-4683
author_facet Díaz Hernández, Gabriel|||0000-0002-7830-4683
Lomónaco Tonda, Pedro
Armesto Álvarez, José Antonio
Mendoza Munizaga, Andres Patricio
author_role author
author2 Lomónaco Tonda, Pedro
Armesto Álvarez, José Antonio
Mendoza Munizaga, Andres Patricio
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Numerical model
Coulwave
Physical model
Breaking wave
Rubble-mound Breakwater
topic Numerical model
Coulwave
Physical model
Breaking wave
Rubble-mound Breakwater
description A new set of experimental data is used in the numerical validation (2DH) of waves propagating towards a scaled harbour facility. The Laredo marina-harbour located at the North coast of Cantabria (Spain), which has lately improved by the extension of its main breakwater, was modelled in the 28 m long and 8.6 m wide directional wave basin of the Environmental Hydraulic Institute, at the University of Cantabria. For two months, different 3D tests were simulated for this harbour configuration, starting with the detailed construction of the real bathymetry contour data, and followed by the construction of the 450 m (trunk and head), of a curved rubble-mound, 1:2 slope breakwater, capped with a variable height L-shaped crownwall and the armour layer is composed of 60 ton (trunk) and 70 ton (roundhead) cubic units.
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-10-25
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/10902/3778
url http://hdl.handle.net/10902/3778
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Atribución 3.0 España
http://creativecommons.org/licenses/by/3.0/es/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Atribución 3.0 España
http://creativecommons.org/licenses/by/3.0/es/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Coastal Engineering Research Council
publisher.none.fl_str_mv Coastal Engineering Research Council
dc.source.none.fl_str_mv Coastal Engineering Proceedings, 2012,33, Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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