Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)

Bibliographic Details
Main Author: Lima, Gabriel Mello Vieira
Publication Date: 2019
Other Authors: Fontoura, José Antônio Scotti, Lemke, Natália, da Silva, Marine Jusiane Bastos
Format: Article
Language: por
Source: Revista Interdisciplinar de Pesquisa em Engenharia
Download full: https://periodicos.unb.br/index.php/ripe/article/view/19189
Summary: The study sought to estimate the average sediment transport induced by the waves coming from Lagoa dos Patos, RS. The sedimentological data (average D50 found equal to 0.1618 mm) and bathymetric data were acquired using the SWAN model calibrated by Lemke (2015), all with the objective of feeding the DELFT 3D - morphological module, which is capable of estimating the mean sedimentary transport of the region. The highest values ”‹”‹of mean sediment transport were for the regions nearer to the wave incidence, that is, with the wave incident from North direction, the highest transport value occurred downstream of the TECON quay. In spite of all the limitations of the data of the physical forcing, it was concluded that, in the cases considered, there is a rapid decay in the height of the wave along the channel, being almost imperceptible to its occurrence in the southern part. In the results of the transported volumes in the studied margin, because with the propagation of these cases of waves, there was not sufficient energy to mobilize sediments at the opposite end to the entrance of the waves. Also, it is not possible to consider the rates found as area erosion / accretion, because other important forcing was not included in the model.
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spelling Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)Estimativa do Transporte Sedimentar Induzido por Ondas de Norte na Porção Sul da Margem Oeste do Canal do Canal de Acesso ao Porto do Rio Grande (4ª Secção da Barra do Rio Grande, RS)sediment transport. estuarine beaches. morphodynamic beach. Lagoa dos Patos.transporte de sedimento. praias estuarinas. morfodinâmica praial. Lagoa dos Patos.The study sought to estimate the average sediment transport induced by the waves coming from Lagoa dos Patos, RS. The sedimentological data (average D50 found equal to 0.1618 mm) and bathymetric data were acquired using the SWAN model calibrated by Lemke (2015), all with the objective of feeding the DELFT 3D - morphological module, which is capable of estimating the mean sedimentary transport of the region. The highest values ”‹”‹of mean sediment transport were for the regions nearer to the wave incidence, that is, with the wave incident from North direction, the highest transport value occurred downstream of the TECON quay. In spite of all the limitations of the data of the physical forcing, it was concluded that, in the cases considered, there is a rapid decay in the height of the wave along the channel, being almost imperceptible to its occurrence in the southern part. In the results of the transported volumes in the studied margin, because with the propagation of these cases of waves, there was not sufficient energy to mobilize sediments at the opposite end to the entrance of the waves. Also, it is not possible to consider the rates found as area erosion / accretion, because other important forcing was not included in the model.O estudo buscou estimar o transporte sedimentar médio induzido pelas ondas provenientes da Lagoa dos Patos, RS. Foram adquiridos, dados de ondas da Lagoa dos Patos, utilizando o modelo SWAN calibrado por Lemke (2015), dados sedimentológicos (D50 médio encontrado igual a 0,1618 mm) e dados batimétricos, tudo com o objetivo de alimentar o modelo DELFT 3D ”“ módulo morfológico, que é capaz estimar o transporte sedimentar médio da região. Os maiores valores encontrados de transporte sedimentar médio foram para as regiões mais próximas da incidência da onda, ou seja, com a onda incidindo de direção Norte, o maior valor de transporte ocorreu à jusante do cais do TECON. Apesar de toda limitação de dados das forçantes físicas atuantes, concluiu-se que, nos casos considerados, há um rápido decaimento na altura da onda ao longo do canal, sendo quase que imperceptível a sua ocorrência na parte mais a Sul. Essa situação implicou diretamente nos resultados dos volumes transportados na margem estudada, pois com a propagação desses casos de ondas, não houve energia suficiente para mobilizar sedimentos na extremidade oposta à entrada das ondas. Ainda, cabe dizer que não é possível considerar as taxas encontradas como erosão/acreção de área, isto porque outras forçantes importantes não foram incluídas ao modelo.Programa de Pós-Graduação em Integridade de Materiais da Engenharia2019-02-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.unb.br/index.php/ripe/article/view/1918910.26512/ripe.v5i1.19189Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 5 No. 1 (2019): Revista Interdisciplinar de Pesquisa em Engenharia - RIPE; 177-185Revista Interdisciplinar de Pesquisa em Engenharia; v. 5 n. 1 (2019): Revista Interdisciplinar de Pesquisa em Engenharia - RIPE; 177-1852447-610210.26512/ripe.v5i1reponame:Revista Interdisciplinar de Pesquisa em Engenhariainstname:Universidade de Brasília (UnB)instacron:UNBporhttps://periodicos.unb.br/index.php/ripe/article/view/19189/20593Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenhariainfo:eu-repo/semantics/openAccessLima, Gabriel Mello VieiraFontoura, José Antônio ScottiLemke, Natáliada Silva, Marine Jusiane Bastos2019-07-31T15:25:38Zoai:ojs.pkp.sfu.ca:article/19189Revistahttps://periodicos.unb.br/index.php/ripePUBhttps://periodicos.unb.br/index.php/ripe/oaianflor@unb.br2447-61022447-6102opendoar:2019-07-31T15:25:38Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB)false
dc.title.none.fl_str_mv Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
Estimativa do Transporte Sedimentar Induzido por Ondas de Norte na Porção Sul da Margem Oeste do Canal do Canal de Acesso ao Porto do Rio Grande (4ª Secção da Barra do Rio Grande, RS)
title Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
spellingShingle Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
Lima, Gabriel Mello Vieira
sediment transport. estuarine beaches. morphodynamic beach. Lagoa dos Patos.
transporte de sedimento. praias estuarinas. morfodinâmica praial. Lagoa dos Patos.
title_short Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
title_full Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
title_fullStr Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
title_full_unstemmed Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
title_sort Estimation of Sedimentary Transport Induced by North Waves in the Southern Portion of the West Shore of the Canal of Access to the Port of Rio Grande (4ª Secção da Barra do Rio Grande, RS)
author Lima, Gabriel Mello Vieira
author_facet Lima, Gabriel Mello Vieira
Fontoura, José Antônio Scotti
Lemke, Natália
da Silva, Marine Jusiane Bastos
author_role author
author2 Fontoura, José Antônio Scotti
Lemke, Natália
da Silva, Marine Jusiane Bastos
author2_role author
author
author
dc.contributor.author.fl_str_mv Lima, Gabriel Mello Vieira
Fontoura, José Antônio Scotti
Lemke, Natália
da Silva, Marine Jusiane Bastos
dc.subject.por.fl_str_mv sediment transport. estuarine beaches. morphodynamic beach. Lagoa dos Patos.
transporte de sedimento. praias estuarinas. morfodinâmica praial. Lagoa dos Patos.
topic sediment transport. estuarine beaches. morphodynamic beach. Lagoa dos Patos.
transporte de sedimento. praias estuarinas. morfodinâmica praial. Lagoa dos Patos.
description The study sought to estimate the average sediment transport induced by the waves coming from Lagoa dos Patos, RS. The sedimentological data (average D50 found equal to 0.1618 mm) and bathymetric data were acquired using the SWAN model calibrated by Lemke (2015), all with the objective of feeding the DELFT 3D - morphological module, which is capable of estimating the mean sedimentary transport of the region. The highest values ”‹”‹of mean sediment transport were for the regions nearer to the wave incidence, that is, with the wave incident from North direction, the highest transport value occurred downstream of the TECON quay. In spite of all the limitations of the data of the physical forcing, it was concluded that, in the cases considered, there is a rapid decay in the height of the wave along the channel, being almost imperceptible to its occurrence in the southern part. In the results of the transported volumes in the studied margin, because with the propagation of these cases of waves, there was not sufficient energy to mobilize sediments at the opposite end to the entrance of the waves. Also, it is not possible to consider the rates found as area erosion / accretion, because other important forcing was not included in the model.
publishDate 2019
dc.date.none.fl_str_mv 2019-02-12
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.unb.br/index.php/ripe/article/view/19189
10.26512/ripe.v5i1.19189
url https://periodicos.unb.br/index.php/ripe/article/view/19189
identifier_str_mv 10.26512/ripe.v5i1.19189
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://periodicos.unb.br/index.php/ripe/article/view/19189/20593
dc.rights.driver.fl_str_mv Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Programa de Pós-Graduação em Integridade de Materiais da Engenharia
publisher.none.fl_str_mv Programa de Pós-Graduação em Integridade de Materiais da Engenharia
dc.source.none.fl_str_mv Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 5 No. 1 (2019): Revista Interdisciplinar de Pesquisa em Engenharia - RIPE; 177-185
Revista Interdisciplinar de Pesquisa em Engenharia; v. 5 n. 1 (2019): Revista Interdisciplinar de Pesquisa em Engenharia - RIPE; 177-185
2447-6102
10.26512/ripe.v5i1
reponame:Revista Interdisciplinar de Pesquisa em Engenharia
instname:Universidade de Brasília (UnB)
instacron:UNB
instname_str Universidade de Brasília (UnB)
instacron_str UNB
institution UNB
reponame_str Revista Interdisciplinar de Pesquisa em Engenharia
collection Revista Interdisciplinar de Pesquisa em Engenharia
repository.name.fl_str_mv Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB)
repository.mail.fl_str_mv anflor@unb.br
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