Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | RBRH (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100211 |
Resumo: | ABSTRACT The operation of stepped spillways is limited by a range of discharges due to the risk of occurrence of the cavitation phenomenon and erosion on its steps. Since there is a demand for spillways with the possibility of overflow of greater discharges, the designs seek to increase the air concentration of the flow, which can occur through the installation of piers in the spillway in order to protect the structure from the above mentioned damage. The aim of this work is to analyze flow characteristics and extreme minimum and maximum pressures with non-exceedance probability of 0.1% and 99.9% acting next to the step edges of the spillway with aeration induced by piers through an experimental analysis in a physical model. Based on the results obtained, flow behavior was defined and equations for predicting the extreme pressures that occur along the stepped spillway with aeration induced by piers were proposed. |
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Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillwaysPre-aerationAeratorsPhysical modelAerated flowABSTRACT The operation of stepped spillways is limited by a range of discharges due to the risk of occurrence of the cavitation phenomenon and erosion on its steps. Since there is a demand for spillways with the possibility of overflow of greater discharges, the designs seek to increase the air concentration of the flow, which can occur through the installation of piers in the spillway in order to protect the structure from the above mentioned damage. The aim of this work is to analyze flow characteristics and extreme minimum and maximum pressures with non-exceedance probability of 0.1% and 99.9% acting next to the step edges of the spillway with aeration induced by piers through an experimental analysis in a physical model. Based on the results obtained, flow behavior was defined and equations for predicting the extreme pressures that occur along the stepped spillway with aeration induced by piers were proposed.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=S2318-03312021000100211RBRH v.26 2021reponame:RBRH (Online)instname:Associação Brasileira de Recursos Hídricos (ABRH)instacron:ABRH10.1590/2318-0331.262120200113info:eu-repo/semantics/openAccessPriebe,Priscila dos SantosFerla,RuteNovakoski,Carolina KuhnAbreu,Aline SaupeTeixeira,Eder DanielPrá,Mauricio DaiMarques,Marcelo Giulianeng2021-05-26T00:00:00Zoai:scielo:S2318-03312021000100211Revistahttps://www.scielo.br/j/rbrh/https://old.scielo.br/oai/scielo-oai.php||rbrh@abrh.org.br2318-03311414-381Xopendoar:2021-05-26T00:00RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)false |
dc.title.none.fl_str_mv |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
title |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
spellingShingle |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways Priebe,Priscila dos Santos Pre-aeration Aerators Physical model Aerated flow |
title_short |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
title_full |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
title_fullStr |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
title_full_unstemmed |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
title_sort |
Influence of aeration induced by piers on the starting position of the flow aeration and extreme pressures in stepped spillways |
author |
Priebe,Priscila dos Santos |
author_facet |
Priebe,Priscila dos Santos Ferla,Rute Novakoski,Carolina Kuhn Abreu,Aline Saupe Teixeira,Eder Daniel Prá,Mauricio Dai Marques,Marcelo Giulian |
author_role |
author |
author2 |
Ferla,Rute Novakoski,Carolina Kuhn Abreu,Aline Saupe Teixeira,Eder Daniel Prá,Mauricio Dai Marques,Marcelo Giulian |
author2_role |
author author author author author author |
dc.contributor.author.fl_str_mv |
Priebe,Priscila dos Santos Ferla,Rute Novakoski,Carolina Kuhn Abreu,Aline Saupe Teixeira,Eder Daniel Prá,Mauricio Dai Marques,Marcelo Giulian |
dc.subject.por.fl_str_mv |
Pre-aeration Aerators Physical model Aerated flow |
topic |
Pre-aeration Aerators Physical model Aerated flow |
description |
ABSTRACT The operation of stepped spillways is limited by a range of discharges due to the risk of occurrence of the cavitation phenomenon and erosion on its steps. Since there is a demand for spillways with the possibility of overflow of greater discharges, the designs seek to increase the air concentration of the flow, which can occur through the installation of piers in the spillway in order to protect the structure from the above mentioned damage. The aim of this work is to analyze flow characteristics and extreme minimum and maximum pressures with non-exceedance probability of 0.1% and 99.9% acting next to the step edges of the spillway with aeration induced by piers through an experimental analysis in a physical model. Based on the results obtained, flow behavior was defined and equations for predicting the extreme pressures that occur along the stepped spillway with aeration induced by piers were proposed. |
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=S2318-03312021000100211 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100211 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/2318-0331.262120200113 |
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 |
_version_ |
1754734702260912128 |