Stepped spillways with aerators: hydrodynamic pressures and air entrainment

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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Main Authors: Ferla,Rute, Novakoski,Carolina Kuhn, Priebe,Priscila dos Santos, Prá,Mauricio Dai, Marques,Marcelo Giulian, Teixeira,Eder Daniel
Format: Digital revista
Language:English
Published: Associação Brasileira de Recursos Hídricos 2021
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203
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spelling oai:scielo:S2318-033120210001002032021-03-30Stepped spillways with aerators: hydrodynamic pressures and air entrainmentFerla,RuteNovakoski,Carolina KuhnPriebe,Priscila dos SantosPrá,Mauricio DaiMarques,Marcelo GiulianTeixeira,Eder Daniel Hydraulic structures Cavitation Deflector 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.info:eu-repo/semantics/openAccessAssociação Brasileira de Recursos HídricosRBRH v.26 20212021-01-01info:eu-repo/semantics/articletext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203en10.1590/2318-0331.262120200110
institution SCIELO
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country Brasil
countrycode BR
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databasecode rev-scielo-br
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region America del Sur
libraryname SciELO
language English
format Digital
author Ferla,Rute
Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
spellingShingle Ferla,Rute
Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
Stepped spillways with aerators: hydrodynamic pressures and air entrainment
author_facet Ferla,Rute
Novakoski,Carolina Kuhn
Priebe,Priscila dos Santos
Prá,Mauricio Dai
Marques,Marcelo Giulian
Teixeira,Eder Daniel
author_sort Ferla,Rute
title Stepped spillways with aerators: hydrodynamic pressures and air entrainment
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
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.
publisher Associação Brasileira de Recursos Hídricos
publishDate 2021
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100203
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