Use of sand beds of variable permeability in beach profile engineering

Detalhes bibliográficos
Autor(a) principal: Reis, A. Heitor
Data de Publicação: 2010
Outros Autores: Gama, Cristina
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10174/5744
https://doi.org/10.1063/1.3453816
Resumo: Here we present a technique based on theoretical grounds for dealing with beachface dynamics in response to wave forcing. Previous work has provided a relationship involving mean sand grain size, wave height, and beachface slope for a broad range of Iribarren number. The key aspect of beach morphodynamics was shown to be the permeability of the sand bed, which may be correlated to sand grain size and sphericity, and bed porosity, through the Kozeny-Cárman equation. Therefore, we show how beach nourishment aiming at beach profile recovering must be carried out with the use of sand beds of appropriate mean grain size. The theory also illuminates beach dynamics, namely the reshaping of sandy beachfaces in response to changes in wave height.
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spelling Use of sand beds of variable permeability in beach profile engineeringBeach dynamics;Coastal engineeringHere we present a technique based on theoretical grounds for dealing with beachface dynamics in response to wave forcing. Previous work has provided a relationship involving mean sand grain size, wave height, and beachface slope for a broad range of Iribarren number. The key aspect of beach morphodynamics was shown to be the permeability of the sand bed, which may be correlated to sand grain size and sphericity, and bed porosity, through the Kozeny-Cárman equation. Therefore, we show how beach nourishment aiming at beach profile recovering must be carried out with the use of sand beds of appropriate mean grain size. The theory also illuminates beach dynamics, namely the reshaping of sandy beachfaces in response to changes in wave height.American Institute of Physics2012-11-19T14:52:43Z2012-11-192010-06-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10174/5744http://hdl.handle.net/10174/5744https://doi.org/10.1063/1.3453816engAIP Conf. Proc. 1254, 231 (2010);http://proceedings.aip.org/resource/2/apcpcs/1254/1/231_1ahr@uevora.ptcgama@uevora.pt400Reis, A. HeitorGama, Cristinainfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-01-03T18:44:41Zoai:dspace.uevora.pt:10174/5744Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:00:41.286322Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Use of sand beds of variable permeability in beach profile engineering
title Use of sand beds of variable permeability in beach profile engineering
spellingShingle Use of sand beds of variable permeability in beach profile engineering
Reis, A. Heitor
Beach dynamics;
Coastal engineering
title_short Use of sand beds of variable permeability in beach profile engineering
title_full Use of sand beds of variable permeability in beach profile engineering
title_fullStr Use of sand beds of variable permeability in beach profile engineering
title_full_unstemmed Use of sand beds of variable permeability in beach profile engineering
title_sort Use of sand beds of variable permeability in beach profile engineering
author Reis, A. Heitor
author_facet Reis, A. Heitor
Gama, Cristina
author_role author
author2 Gama, Cristina
author2_role author
dc.contributor.author.fl_str_mv Reis, A. Heitor
Gama, Cristina
dc.subject.por.fl_str_mv Beach dynamics;
Coastal engineering
topic Beach dynamics;
Coastal engineering
description Here we present a technique based on theoretical grounds for dealing with beachface dynamics in response to wave forcing. Previous work has provided a relationship involving mean sand grain size, wave height, and beachface slope for a broad range of Iribarren number. The key aspect of beach morphodynamics was shown to be the permeability of the sand bed, which may be correlated to sand grain size and sphericity, and bed porosity, through the Kozeny-Cárman equation. Therefore, we show how beach nourishment aiming at beach profile recovering must be carried out with the use of sand beds of appropriate mean grain size. The theory also illuminates beach dynamics, namely the reshaping of sandy beachfaces in response to changes in wave height.
publishDate 2010
dc.date.none.fl_str_mv 2010-06-01T00:00:00Z
2012-11-19T14:52:43Z
2012-11-19
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://hdl.handle.net/10174/5744
http://hdl.handle.net/10174/5744
https://doi.org/10.1063/1.3453816
url http://hdl.handle.net/10174/5744
https://doi.org/10.1063/1.3453816
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv AIP Conf. Proc. 1254, 231 (2010);
http://proceedings.aip.org/resource/2/apcpcs/1254/1/231_1
ahr@uevora.pt
cgama@uevora.pt
400
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv American Institute of Physics
publisher.none.fl_str_mv American Institute of Physics
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