Stepped spillways with aerators: hydrodynamic pressures and air entrainment

Detalhes bibliográficos
Autor(a) principal: Ferla,Rute
Data de Publicação: 2021
Outros Autores: Novakoski,Carolina Kuhn, Priebe,Priscila dos Santos, Prá,Mauricio Dai, Marques,Marcelo Giulian, Teixeira,Eder Daniel
Tipo de documento: Artigo
Idioma: eng
Título da fonte: RBRH (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203
Resumo: ABSTRACT The possibility of damage due to the phenomenon of cavitation leads the design of stepped spillways considering maximum specific discharges of 15 to 30 m2/s, a limit considerably lower than that practiced on smooth chutes. Aerators promote the insertion of air in the flow, allowing for the increase of specific flow rates. This work analyzes the pressures on the vertical faces of the steps and the air entrainment coefficient in the flow, through an experimental study in a physical model with a stepped chute angle of 53.13o, considering the installation of aerators in different places of the channel. Comparing the tested conditions with the natural aeration, it is concluded that the installation of the aerator does not change the magnitude of the minimum extreme hydrodynamic pressures, but anticipates the beginning of the flow aeration. A new equation is proposed to estimate the air entrainment coefficient, as well as a methodology for forecasting extreme pressures on the vertical faces of the steps, both valid in the range 3.0 ≤ Fr ≤ 6.0.
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spelling Stepped spillways with aerators: hydrodynamic pressures and air entrainmentHydraulic structuresCavitationDeflectorABSTRACT The possibility of damage due to the phenomenon of cavitation leads the design of stepped spillways considering maximum specific discharges of 15 to 30 m2/s, a limit considerably lower than that practiced on smooth chutes. Aerators promote the insertion of air in the flow, allowing for the increase of specific flow rates. This work analyzes the pressures on the vertical faces of the steps and the air entrainment coefficient in the flow, through an experimental study in a physical model with a stepped chute angle of 53.13o, considering the installation of aerators in different places of the channel. Comparing the tested conditions with the natural aeration, it is concluded that the installation of the aerator does not change the magnitude of the minimum extreme hydrodynamic pressures, but anticipates the beginning of the flow aeration. A new equation is proposed to estimate the air entrainment coefficient, as well as a methodology for forecasting extreme pressures on the vertical faces of the steps, both valid in the range 3.0 ≤ Fr ≤ 6.0.Associação Brasileira de Recursos Hídricos2021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203RBRH v.26 2021reponame:RBRH (Online)instname:Associação Brasileira de Recursos Hídricos (ABRH)instacron:ABRH10.1590/2318-0331.262120200110info:eu-repo/semantics/openAccessFerla,RuteNovakoski,Carolina KuhnPriebe,Priscila dos SantosPrá,Mauricio DaiMarques,Marcelo GiulianTeixeira,Eder Danieleng2021-03-30T00:00:00Zoai:scielo:S2318-03312021000100203Revistahttps://www.scielo.br/j/rbrh/https://old.scielo.br/oai/scielo-oai.php||rbrh@abrh.org.br2318-03311414-381Xopendoar:2021-03-30T00:00RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)false
dc.title.none.fl_str_mv Stepped spillways with aerators: hydrodynamic pressures and air entrainment
title Stepped spillways with aerators: hydrodynamic pressures and air entrainment
spellingShingle Stepped spillways with aerators: hydrodynamic pressures and air entrainment
Ferla,Rute
Hydraulic structures
Cavitation
Deflector
title_short Stepped spillways with aerators: hydrodynamic pressures and air entrainment
title_full Stepped spillways with aerators: hydrodynamic pressures and air entrainment
title_fullStr Stepped spillways with aerators: hydrodynamic pressures and air entrainment
title_full_unstemmed Stepped spillways with aerators: hydrodynamic pressures and air entrainment
title_sort Stepped spillways with aerators: hydrodynamic pressures and air entrainment
author Ferla,Rute
author_facet Ferla,Rute
Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
author_role author
author2 Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Ferla,Rute
Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
dc.subject.por.fl_str_mv Hydraulic structures
Cavitation
Deflector
topic Hydraulic structures
Cavitation
Deflector
description ABSTRACT The possibility of damage due to the phenomenon of cavitation leads the design of stepped spillways considering maximum specific discharges of 15 to 30 m2/s, a limit considerably lower than that practiced on smooth chutes. Aerators promote the insertion of air in the flow, allowing for the increase of specific flow rates. This work analyzes the pressures on the vertical faces of the steps and the air entrainment coefficient in the flow, through an experimental study in a physical model with a stepped chute angle of 53.13o, considering the installation of aerators in different places of the channel. Comparing the tested conditions with the natural aeration, it is concluded that the installation of the aerator does not change the magnitude of the minimum extreme hydrodynamic pressures, but anticipates the beginning of the flow aeration. A new equation is proposed to estimate the air entrainment coefficient, as well as a methodology for forecasting extreme pressures on the vertical faces of the steps, both valid in the range 3.0 ≤ Fr ≤ 6.0.
publishDate 2021
dc.date.none.fl_str_mv 2021-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/2318-0331.262120200110
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.26 2021
reponame:RBRH (Online)
instname:Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
instname_str Associação Brasileira de Recursos Hídricos (ABRH)
instacron_str ABRH
institution ABRH
reponame_str RBRH (Online)
collection RBRH (Online)
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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