Reanálise do projeto de enrocamento da praia de Ponta Negra
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Tipo de documento: | Trabalho de conclusão de curso |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFRN |
Texto Completo: | https://repositorio.ufrn.br/handle/123456789/40571 |
Resumo: | The pre-design of armor units on coastal engineering structures consists in the determination of the weight of an individual armor unit in the primary cover layer through empirical formulations. The objective of this article is to determine the weight of an individual armor unit for a range of values of significant wave height in which the structure is susceptible to undergo throughout its life-cycle. It starts with a brief description about the site location of the structure analyzed and further structure detail regarding design function, materials and cross-section. Thereafter, it comments about the wave data base considered in this study. Subsequently, the problem model used is introduced, pointing out important aspects within the pre-design of coastal engineering structures, such as characterization of wave conditions, wave transformation processes and maximum breaker height. Hence, it introduces the different types of empirical formulas to determine the weight individual armor unit in the primary cover layer that were used in this article. Finally, those values of weight are compared between those different types of formulas, considering a range of values of significant wave height. |
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Soares, LucasScudelari, Ada Cristina2016-12-13T17:33:33Z2021-09-29T14:29:30Z2016-12-13T17:33:33Z2021-09-29T14:29:30Z20162010046560SOARES, Lucas Batista. Reanálise do projeto de enrocamento da praia de Ponta Negra. 2016. 21 f. TCC (Graduação) - Curso de Engenharia Civil, Universidade Federal do Rio Grande do Norte, Natal, 2016.https://repositorio.ufrn.br/handle/123456789/40571The pre-design of armor units on coastal engineering structures consists in the determination of the weight of an individual armor unit in the primary cover layer through empirical formulations. The objective of this article is to determine the weight of an individual armor unit for a range of values of significant wave height in which the structure is susceptible to undergo throughout its life-cycle. It starts with a brief description about the site location of the structure analyzed and further structure detail regarding design function, materials and cross-section. Thereafter, it comments about the wave data base considered in this study. Subsequently, the problem model used is introduced, pointing out important aspects within the pre-design of coastal engineering structures, such as characterization of wave conditions, wave transformation processes and maximum breaker height. Hence, it introduces the different types of empirical formulas to determine the weight individual armor unit in the primary cover layer that were used in this article. Finally, those values of weight are compared between those different types of formulas, considering a range of values of significant wave height.O pré-dimensionamento da camada resistente de uma obra de proteção costeira consiste da determinação do peso unitário mínimo dos blocos resistentes a partir de formulações empíricas. O objetivo desse trabalho é a determinação do valor final desse peso unitário para diferentes valores de altura significativa de onda que a estrutura pode estar sujeita ao longo da sua vida útil de projeto. Inicia-se com uma breve localização da área de estudo e posterior detalhamento da estrutura quanto à sua classificação, materiais constituintes e seção transversal. Logo em seguida, introduz-se a base de dados de ondas que foi considerada. Mais adiante, contextualiza-se o modelo do problema utilizado para análise, pontuando-se importantes aspectos no pré-dimensionamento de obras de proteção costeira. Discute-se, então, as diferentes formulações empíricas que foram utilizadas para a determinação do peso unitário do bloco resistente da armadura do enrocamento. Por fim, são comparados os valores finais do peso da rocha da armadura do enrocamento para as diferentes fórmulas de pré-dimensionamento, considerando-se diferentes alturas significativas de ondas.Universidade Federal do Rio Grande do NorteUFRNBrasilEngenharia CivilObra CosteiraEnrocamentoPré-dimensionamentoPraia de Ponta NegraShoreline StructuresRubble-moundPre-designPonta Negra BeachReanálise do projeto de enrocamento da praia de Ponta Negrainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/openAccessporreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNTEXTreanálise-projeto-enrocamento-Soares-Artigo.pdf.txtExtracted texttext/plain33812https://repositorio.ufrn.br/bitstream/123456789/40571/1/rean%c3%a1lise-projeto-enrocamento-Soares-Artigo.pdf.txt4d5b37b9b36a66c26801b4a194c9b029MD51ORIGINALreanálise-projeto-enrocamento-Soares-Artigo.pdfTCC - 2016.2application/pdf1658487https://repositorio.ufrn.br/bitstream/123456789/40571/2/rean%c3%a1lise-projeto-enrocamento-Soares-Artigo.pdf329f852aefdbf4882a9fadee4ae0d88eMD52CC-LICENSElicense_urlapplication/octet-stream43https://repositorio.ufrn.br/bitstream/123456789/40571/3/license_url321f3992dd3875151d8801b773ab32edMD53license_textapplication/octet-stream0https://repositorio.ufrn.br/bitstream/123456789/40571/4/license_textd41d8cd98f00b204e9800998ecf8427eMD54license_rdfapplication/octet-stream0https://repositorio.ufrn.br/bitstream/123456789/40571/5/license_rdfd41d8cd98f00b204e9800998ecf8427eMD55LICENSElicense.txttext/plain756https://repositorio.ufrn.br/bitstream/123456789/40571/6/license.txta80a9cda2756d355b388cc443c3d8a43MD56123456789/405712021-09-29 11:29:30.415oai:https://repositorio.ufrn.br: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ório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2021-09-29T14:29:30Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false |
dc.title.pr_BR.fl_str_mv |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
title |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
spellingShingle |
Reanálise do projeto de enrocamento da praia de Ponta Negra Soares, Lucas Obra Costeira Enrocamento Pré-dimensionamento Praia de Ponta Negra Shoreline Structures Rubble-mound Pre-design Ponta Negra Beach |
title_short |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
title_full |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
title_fullStr |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
title_full_unstemmed |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
title_sort |
Reanálise do projeto de enrocamento da praia de Ponta Negra |
author |
Soares, Lucas |
author_facet |
Soares, Lucas |
author_role |
author |
dc.contributor.author.fl_str_mv |
Soares, Lucas |
dc.contributor.advisor1.fl_str_mv |
Scudelari, Ada Cristina |
contributor_str_mv |
Scudelari, Ada Cristina |
dc.subject.pr_BR.fl_str_mv |
Obra Costeira Enrocamento Pré-dimensionamento Praia de Ponta Negra Shoreline Structures Rubble-mound Pre-design Ponta Negra Beach |
topic |
Obra Costeira Enrocamento Pré-dimensionamento Praia de Ponta Negra Shoreline Structures Rubble-mound Pre-design Ponta Negra Beach |
description |
The pre-design of armor units on coastal engineering structures consists in the determination of the weight of an individual armor unit in the primary cover layer through empirical formulations. The objective of this article is to determine the weight of an individual armor unit for a range of values of significant wave height in which the structure is susceptible to undergo throughout its life-cycle. It starts with a brief description about the site location of the structure analyzed and further structure detail regarding design function, materials and cross-section. Thereafter, it comments about the wave data base considered in this study. Subsequently, the problem model used is introduced, pointing out important aspects within the pre-design of coastal engineering structures, such as characterization of wave conditions, wave transformation processes and maximum breaker height. Hence, it introduces the different types of empirical formulas to determine the weight individual armor unit in the primary cover layer that were used in this article. Finally, those values of weight are compared between those different types of formulas, considering a range of values of significant wave height. |
publishDate |
2016 |
dc.date.accessioned.fl_str_mv |
2016-12-13T17:33:33Z 2021-09-29T14:29:30Z |
dc.date.available.fl_str_mv |
2016-12-13T17:33:33Z 2021-09-29T14:29:30Z |
dc.date.issued.fl_str_mv |
2016 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
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info:eu-repo/semantics/bachelorThesis |
format |
bachelorThesis |
status_str |
publishedVersion |
dc.identifier.pr_BR.fl_str_mv |
2010046560 |
dc.identifier.citation.fl_str_mv |
SOARES, Lucas Batista. Reanálise do projeto de enrocamento da praia de Ponta Negra. 2016. 21 f. TCC (Graduação) - Curso de Engenharia Civil, Universidade Federal do Rio Grande do Norte, Natal, 2016. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufrn.br/handle/123456789/40571 |
identifier_str_mv |
2010046560 SOARES, Lucas Batista. Reanálise do projeto de enrocamento da praia de Ponta Negra. 2016. 21 f. TCC (Graduação) - Curso de Engenharia Civil, Universidade Federal do Rio Grande do Norte, Natal, 2016. |
url |
https://repositorio.ufrn.br/handle/123456789/40571 |
dc.language.iso.fl_str_mv |
por |
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por |
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info:eu-repo/semantics/openAccess |
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openAccess |
dc.publisher.none.fl_str_mv |
Universidade Federal do Rio Grande do Norte |
dc.publisher.initials.fl_str_mv |
UFRN |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
Engenharia Civil |
publisher.none.fl_str_mv |
Universidade Federal do Rio Grande do Norte |
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