Study of the flow around cofferdams constructed in running water through computational model

Detalhes bibliográficos
Autor(a) principal: Dalmora,Cláudia Trevisol
Data de Publicação: 2018
Outros Autores: Ota,José Junji
Tipo de documento: Artigo
Idioma: eng
Título da fonte: RBRH (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100238
Resumo: ABSTRACT River closure to provide a dry area for the construction of the works in the river bed must be carefully performed because a failure can lead to serious and costly delays. By means of a computational approach, using the FLOW 3D® software, this paper studies the hydraulic behavior of the flow around a cofferdam constructed in running water. The computational model was validated using results of an experimental investigation. Then the effect of changing the cofferdam configuration on the flow characteristics in this region was analyzed. This study showed that the computational model adequately reproduces this type of flow and that changing the configuration of the cofferdam: increasing the width of the crest or decreasing the embankment slope affects the flow curvature and positively affects the river closure process.
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spelling Study of the flow around cofferdams constructed in running water through computational modelRiver closureCofferdamEnd dumpingComputational modelingABSTRACT River closure to provide a dry area for the construction of the works in the river bed must be carefully performed because a failure can lead to serious and costly delays. By means of a computational approach, using the FLOW 3D® software, this paper studies the hydraulic behavior of the flow around a cofferdam constructed in running water. The computational model was validated using results of an experimental investigation. Then the effect of changing the cofferdam configuration on the flow characteristics in this region was analyzed. This study showed that the computational model adequately reproduces this type of flow and that changing the configuration of the cofferdam: increasing the width of the crest or decreasing the embankment slope affects the flow curvature and positively affects the river closure process.Associação Brasileira de Recursos Hídricos2018-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100238RBRH v.23 2018reponame:RBRH (Online)instname:Associação Brasileira de Recursos Hídricos (ABRH)instacron:ABRH10.1590/2318-0331.231820170145info:eu-repo/semantics/openAccessDalmora,Cláudia TrevisolOta,José Junjieng2018-10-02T00:00:00Zoai:scielo:S2318-03312018000100238Revistahttps://www.scielo.br/j/rbrh/https://old.scielo.br/oai/scielo-oai.php||rbrh@abrh.org.br2318-03311414-381Xopendoar:2018-10-02T00:00RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)false
dc.title.none.fl_str_mv Study of the flow around cofferdams constructed in running water through computational model
title Study of the flow around cofferdams constructed in running water through computational model
spellingShingle Study of the flow around cofferdams constructed in running water through computational model
Dalmora,Cláudia Trevisol
River closure
Cofferdam
End dumping
Computational modeling
title_short Study of the flow around cofferdams constructed in running water through computational model
title_full Study of the flow around cofferdams constructed in running water through computational model
title_fullStr Study of the flow around cofferdams constructed in running water through computational model
title_full_unstemmed Study of the flow around cofferdams constructed in running water through computational model
title_sort Study of the flow around cofferdams constructed in running water through computational model
author Dalmora,Cláudia Trevisol
author_facet Dalmora,Cláudia Trevisol
Ota,José Junji
author_role author
author2 Ota,José Junji
author2_role author
dc.contributor.author.fl_str_mv Dalmora,Cláudia Trevisol
Ota,José Junji
dc.subject.por.fl_str_mv River closure
Cofferdam
End dumping
Computational modeling
topic River closure
Cofferdam
End dumping
Computational modeling
description ABSTRACT River closure to provide a dry area for the construction of the works in the river bed must be carefully performed because a failure can lead to serious and costly delays. By means of a computational approach, using the FLOW 3D® software, this paper studies the hydraulic behavior of the flow around a cofferdam constructed in running water. The computational model was validated using results of an experimental investigation. Then the effect of changing the cofferdam configuration on the flow characteristics in this region was analyzed. This study showed that the computational model adequately reproduces this type of flow and that changing the configuration of the cofferdam: increasing the width of the crest or decreasing the embankment slope affects the flow curvature and positively affects the river closure process.
publishDate 2018
dc.date.none.fl_str_mv 2018-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100238
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100238
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/2318-0331.231820170145
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Recursos Hídricos
publisher.none.fl_str_mv Associação Brasileira de Recursos Hídricos
dc.source.none.fl_str_mv RBRH v.23 2018
reponame:RBRH (Online)
instname:Associação Brasileira de Recursos Hídricos (ABRH)
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reponame_str RBRH (Online)
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repository.name.fl_str_mv RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)
repository.mail.fl_str_mv ||rbrh@abrh.org.br
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