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Wave hydrodynamics in coastal stretches influenced by detached breakwaters

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Resumo:Coastal zones are highly dynamic systems directly influenced by natural driving forces and human induced impacts. Understanding the fundamentals of the physical, chemical, biological and anthropogenic phenomena related to these natural environments is of vital importance for coastal human life and property protection. Due to the predicted sea level rise over the next century and the increase in frequency and severity of storms, beaches and coastal defence structures are at risk. The worsening of erosion, with the consequent reduction of shorelines has great impact in the environment, in tourism and economy of regions affected by this problem. In order to protect coastal areas, defence structures reveal an important role in shielding urban areas. Many different engineering solutions can be used to reduce or to control coastal erosion, such as: breakwaters, groins, environmental-friendly structures and beach nourishment. In this work the impact in hydrodynamics and sediment transport of a detached breakwater on the Portuguese Ofir beach was considered as a case study. The geometric parameters of a reference detached breakwater were obtained using UK Department of Environment Food and Rural Affairs methodology based on data of wave characteristics and bathymetry obtained from field measurements and from the Portuguese Hydrographic Institute monitoring stations. Ocean hydrodynamic data for a period between 1993 and 2007 obtained in the Leixões buoy were considered in the implementation of numerical models in order to understand the wave conditions in Ofir beach. The selected software for models construction were the COULWAVE (1D) for hydrodynamics (significant wave height and wave energy) and BOUSS-2D for 2DH hydrodynamics (significant wave height and water residual velocity). The input data needed depended on the characteristics of each one of those models. The combination of the parameters needed for the running of each model determined different simulation scenarios considering the situation of continuous and discontinuous detached breakwaters and the natural situation without detached breakwaters. In addition, a sensitivity analysis for comparing relative accuracy for significant wave height results between the two models was performed.
Autores principais:Vieira, Bárbara Filipa Vasquez
Assunto:Coastal hydrodynamics Detached breakwater Mathematical modelling Hidrodinâmica Modelação matemática Quebramar destacado Engenharia e Tecnologia::Engenharia Civil
Ano:2014
País:Portugal
Tipo de documento:dissertação de mestrado
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Vieira, Bárbara Filipa Vasquez
author_facet Vieira, Bárbara Filipa Vasquez
author_role author
contributor_name_str_mv Pinho, José L. S.
RepositóriUM - Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Vieira, Bárbara Filipa Vasquez\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Pinho, José L. S.
RepositóriUM - Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Vieira, Bárbara Filipa Vasquez
datacite.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2015-07-14T15:54:41Z
datacite.date.embargoed.fl_str_mv 2015-07-14T15:54:41Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
Engenharia e Tecnologia::Engenharia Civil
datacite.titles.title.fl_str_mv Wave hydrodynamics in coastal stretches influenced by detached breakwaters
Hidrodinâmica das ondas em trechos de zonas costeiras influenciados por quebramares destacados
dc.contributor.none.fl_str_mv Pinho, José L. S.
RepositóriUM - Universidade do Minho
dc.creator.none.fl_str_mv Vieira, Bárbara Filipa Vasquez
dc.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
dc.date.available.fl_str_mv 2015-07-14T15:54:41Z
dc.date.embargoed.fl_str_mv 2015-07-14T15:54:41Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/36113
dc.language.none.fl_str_mv eng
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
Engenharia e Tecnologia::Engenharia Civil
dc.title.fl_str_mv Wave hydrodynamics in coastal stretches influenced by detached breakwaters
Hidrodinâmica das ondas em trechos de zonas costeiras influenciados por quebramares destacados
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_bdcc
description Coastal zones are highly dynamic systems directly influenced by natural driving forces and human induced impacts. Understanding the fundamentals of the physical, chemical, biological and anthropogenic phenomena related to these natural environments is of vital importance for coastal human life and property protection. Due to the predicted sea level rise over the next century and the increase in frequency and severity of storms, beaches and coastal defence structures are at risk. The worsening of erosion, with the consequent reduction of shorelines has great impact in the environment, in tourism and economy of regions affected by this problem. In order to protect coastal areas, defence structures reveal an important role in shielding urban areas. Many different engineering solutions can be used to reduce or to control coastal erosion, such as: breakwaters, groins, environmental-friendly structures and beach nourishment. In this work the impact in hydrodynamics and sediment transport of a detached breakwater on the Portuguese Ofir beach was considered as a case study. The geometric parameters of a reference detached breakwater were obtained using UK Department of Environment Food and Rural Affairs methodology based on data of wave characteristics and bathymetry obtained from field measurements and from the Portuguese Hydrographic Institute monitoring stations. Ocean hydrodynamic data for a period between 1993 and 2007 obtained in the Leixões buoy were considered in the implementation of numerical models in order to understand the wave conditions in Ofir beach. The selected software for models construction were the COULWAVE (1D) for hydrodynamics (significant wave height and wave energy) and BOUSS-2D for 2DH hydrodynamics (significant wave height and water residual velocity). The input data needed depended on the characteristics of each one of those models. The combination of the parameters needed for the running of each model determined different simulation scenarios considering the situation of continuous and discontinuous detached breakwaters and the natural situation without detached breakwaters. In addition, a sensitivity analysis for comparing relative accuracy for significant wave height results between the two models was performed.
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eu_rights_str_mv openAccess
format masterThesis
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id rum_e9e165a6d7b73328a251df4e08982fe2
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instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
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oai_identifier_str oai:repositorium.uminho.pt:1822/36113
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Vieira, Bárbara Filipa Vasquez
publishDate 2014
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
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spelling engporCoastal zones are highly dynamic systems directly influenced by natural driving forces and human induced impacts. Understanding the fundamentals of the physical, chemical, biological and anthropogenic phenomena related to these natural environments is of vital importance for coastal human life and property protection. Due to the predicted sea level rise over the next century and the increase in frequency and severity of storms, beaches and coastal defence structures are at risk. The worsening of erosion, with the consequent reduction of shorelines has great impact in the environment, in tourism and economy of regions affected by this problem. In order to protect coastal areas, defence structures reveal an important role in shielding urban areas. Many different engineering solutions can be used to reduce or to control coastal erosion, such as: breakwaters, groins, environmental-friendly structures and beach nourishment. In this work the impact in hydrodynamics and sediment transport of a detached breakwater on the Portuguese Ofir beach was considered as a case study. The geometric parameters of a reference detached breakwater were obtained using UK Department of Environment Food and Rural Affairs methodology based on data of wave characteristics and bathymetry obtained from field measurements and from the Portuguese Hydrographic Institute monitoring stations. Ocean hydrodynamic data for a period between 1993 and 2007 obtained in the Leixões buoy were considered in the implementation of numerical models in order to understand the wave conditions in Ofir beach. The selected software for models construction were the COULWAVE (1D) for hydrodynamics (significant wave height and wave energy) and BOUSS-2D for 2DH hydrodynamics (significant wave height and water residual velocity). The input data needed depended on the characteristics of each one of those models. The combination of the parameters needed for the running of each model determined different simulation scenarios considering the situation of continuous and discontinuous detached breakwaters and the natural situation without detached breakwaters. In addition, a sensitivity analysis for comparing relative accuracy for significant wave height results between the two models was performed.application/pdfporWave hydrodynamics in coastal stretches influenced by detached breakwatersAlternativeTitleporHidrodinâmica das ondas em trechos de zonas costeiras influenciados por quebramares destacadosVieira, Bárbara Filipa VasquezPinho, José L. S.HostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptTID2011866082015-07-14T15:54:41Z201420142014-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/36113http://purl.org/coar/access_right/c_abf2open accessCoastal hydrodynamicsDetached breakwaterMathematical modellingHidrodinâmicaModelação matemáticaQuebramar destacadohttp://www.oecd.org/science/inno/38235147.pdfFields of Science and Technology (FOS)Engenharia e Tecnologia::Engenharia Civil13985374 bytesliteraturehttp://purl.org/coar/resource_type/c_bdccmaster thesishttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://repositorium.uminho.pt/bitstreams/bc783951-4441-46c3-a627-6d3727883566/download
spellingShingle Wave hydrodynamics in coastal stretches influenced by detached breakwaters
Vieira, Bárbara Filipa Vasquez
Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
Engenharia e Tecnologia::Engenharia Civil
status SINGLETON
subject.fl_str_mv Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
subject.other.fl_str_mv Engenharia e Tecnologia::Engenharia Civil
title Wave hydrodynamics in coastal stretches influenced by detached breakwaters
title_full Wave hydrodynamics in coastal stretches influenced by detached breakwaters
title_fullStr Wave hydrodynamics in coastal stretches influenced by detached breakwaters
title_full_unstemmed Wave hydrodynamics in coastal stretches influenced by detached breakwaters
title_short Wave hydrodynamics in coastal stretches influenced by detached breakwaters
title_sort Wave hydrodynamics in coastal stretches influenced by detached breakwaters
topic Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
Engenharia e Tecnologia::Engenharia Civil
topic_facet Coastal hydrodynamics
Detached breakwater
Mathematical modelling
Hidrodinâmica
Modelação matemática
Quebramar destacado
Engenharia e Tecnologia::Engenharia Civil
url https://hdl.handle.net/1822/36113
visible 1