Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets

[EN] The influence of parapets on crown walls of mound breakwaters on wave forces has not been extensively analyzed in the literature. In this study, numerical experiments were carried out using the open-source platform OpenFOAM(R) to evaluate the influence of nine crown wall geometries with and wit...

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Authors: Molines, Jorge|||0000-0001-7850-0759, Bayón, Arnau|||0000-0001-5007-0208, GÓMEZ-MARTÍN, M. ESTHER|||0000-0003-1555-4383, Medina, Josep R.|||0000-0001-5007-7426
Format: article
Publication Date:2020
Country:España
Institution:Universitat Politècnica de València (UPV)
Repository:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Language:English
OAI Identifier:oai:riunet.upv.es:10251/170965
Online Access:https://riunet.upv.es/handle/10251/170965
Access Level:Open access
Keyword:Wave forces
Wave overtopping
Bullnose
Parapet
Recurved wall
Mound breakwater
CFD
VOF
OpenFOAM
Crown wall
MECANICA DE FLUIDOS
INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES
id ES_e2e66f2a592c1203d3c036fbf8f79b13
oai_identifier_str oai:riunet.upv.es:10251/170965
network_acronym_str ES
network_name_str España
repository_id_str
spelling Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with ParapetsMolines, Jorge|||0000-0001-7850-0759Bayón, Arnau|||0000-0001-5007-0208GÓMEZ-MARTÍN, M. ESTHER|||0000-0003-1555-4383Medina, Josep R.|||0000-0001-5007-7426Wave forcesWave overtoppingBullnoseParapetRecurved wallMound breakwaterCFDVOFOpenFOAMCrown wallMECANICA DE FLUIDOSINGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES[EN] The influence of parapets on crown walls of mound breakwaters on wave forces has not been extensively analyzed in the literature. In this study, numerical experiments were carried out using the open-source platform OpenFOAM(R) to evaluate the influence of nine crown wall geometries with and without parapets. The OpenFOAM(R) model was validated with laboratory experiments. Dimensionless horizontal forces and overturning moments due to horizontal forces increase when there is a parapet. Dimensionless up-lift forces provide similar results, regardless of the existence of a parapet. Crown walls with parapets increase the horizontal wave forces and overturning moments due to horizontal wave forces by a factor of two.This research was funded by (1) Universitat Politecnica de Valencia (Grant SP20180111, Primeros Proyectos de Investigacion (PAID-06-18), Vicerrectorado de Investigacion, Innovacion y Transferencia de la Universitat Politecnica de Valencia) and (2) Spanish Ministerio de Ciencia, Innovacion y Universidades (Grant RTI2018-101073-B-I00).MDPI AGDepartamento de Ingeniería Hidráulica y Medio AmbienteDepartamento de Ingeniería e Infraestructura de los TransportesInstituto del Transporte y TerritorioEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosEscuela Técnica Superior de Ingeniería IndustrialGENERALITAT VALENCIANAAgencia Estatal de InvestigaciónUNIVERSIDAD POLITECNICA DE VALENCIAUniversitat Politècnica de ValènciaRepositorio Institucional de la Universitat Politècnica de València Riunet20202020-04-01journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://riunet.upv.es/handle/10251/170965reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)InglésengUniversitat Politècnica de València https://doi.org/10.13039/501100004233 PAID-06-18Universitat Politècnica de València https://doi.org/10.13039/501100004233 SP20180111Generalitat Valenciana https://doi.org/10.13039/501100003359 AEST%2F2019%2F004Agencia Estatal de Investigación http://dx.doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 RTI2018-101073-B-I00 ESTABILIDAD HIDRAULICA Y TRANSMISION DE DIQUES ROMPEOLAS HOMOGENEOS DE BAJA COTA DISEÑADOS A ROTURA POR FONDOGeneralitat Valenciana https://doi.org/10.13039/501100003359 APOSTD%2F2019%2F100open accesshttp://purl.org/coar/access_right/c_abf2Reconocimiento (by)http://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/1709652026-06-13T07:49:27Z
dc.title.none.fl_str_mv Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
title Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
spellingShingle Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
Molines, Jorge|||0000-0001-7850-0759
Wave forces
Wave overtopping
Bullnose
Parapet
Recurved wall
Mound breakwater
CFD
VOF
OpenFOAM
Crown wall
MECANICA DE FLUIDOS
INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES
title_short Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
title_full Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
title_fullStr Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
title_full_unstemmed Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
title_sort Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
dc.creator.none.fl_str_mv Molines, Jorge|||0000-0001-7850-0759
Bayón, Arnau|||0000-0001-5007-0208
GÓMEZ-MARTÍN, M. ESTHER|||0000-0003-1555-4383
Medina, Josep R.|||0000-0001-5007-7426
author Molines, Jorge|||0000-0001-7850-0759
author_facet Molines, Jorge|||0000-0001-7850-0759
Bayón, Arnau|||0000-0001-5007-0208
GÓMEZ-MARTÍN, M. ESTHER|||0000-0003-1555-4383
Medina, Josep R.|||0000-0001-5007-7426
author_role author
author2 Bayón, Arnau|||0000-0001-5007-0208
GÓMEZ-MARTÍN, M. ESTHER|||0000-0003-1555-4383
Medina, Josep R.|||0000-0001-5007-7426
author2_role author
author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería Hidráulica y Medio Ambiente
Departamento de Ingeniería e Infraestructura de los Transportes
Instituto del Transporte y Territorio
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
Escuela Técnica Superior de Ingeniería Industrial
GENERALITAT VALENCIANA
Agencia Estatal de Investigación
UNIVERSIDAD POLITECNICA DE VALENCIA
Universitat Politècnica de València
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv Wave forces
Wave overtopping
Bullnose
Parapet
Recurved wall
Mound breakwater
CFD
VOF
OpenFOAM
Crown wall
MECANICA DE FLUIDOS
INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES
topic Wave forces
Wave overtopping
Bullnose
Parapet
Recurved wall
Mound breakwater
CFD
VOF
OpenFOAM
Crown wall
MECANICA DE FLUIDOS
INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES
description [EN] The influence of parapets on crown walls of mound breakwaters on wave forces has not been extensively analyzed in the literature. In this study, numerical experiments were carried out using the open-source platform OpenFOAM(R) to evaluate the influence of nine crown wall geometries with and without parapets. The OpenFOAM(R) model was validated with laboratory experiments. Dimensionless horizontal forces and overturning moments due to horizontal forces increase when there is a parapet. Dimensionless up-lift forces provide similar results, regardless of the existence of a parapet. Crown walls with parapets increase the horizontal wave forces and overturning moments due to horizontal wave forces by a factor of two.
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-04-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/170965
url https://riunet.upv.es/handle/10251/170965
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Universitat Politècnica de València https://doi.org/10.13039/501100004233 PAID-06-18
Universitat Politècnica de València https://doi.org/10.13039/501100004233 SP20180111
Generalitat Valenciana https://doi.org/10.13039/501100003359 AEST%2F2019%2F004
Agencia Estatal de Investigación http://dx.doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 RTI2018-101073-B-I00 ESTABILIDAD HIDRAULICA Y TRANSMISION DE DIQUES ROMPEOLAS HOMOGENEOS DE BAJA COTA DISEÑADOS A ROTURA POR FONDO
Generalitat Valenciana https://doi.org/10.13039/501100003359 APOSTD%2F2019%2F100
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento (by)
http://creativecommons.org/licenses/by/4.0/
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
Reconocimiento (by)
http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv MDPI AG
publisher.none.fl_str_mv MDPI AG
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300719

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