On the incipient aerated flow in chutes and spillways

Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached (Falvey [6] [7], Peterka [10], Russel & Sheenan [11]), although it could lead to an increase in both flow depth and velocity. Also, self-aerate...

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Published inJournal of hydraulic research Vol. 40; no. 1; pp. 95 - 97
Main Authors Monino Ferrando, Antonio, Riera Rico, Jaime
Format Journal Article
LanguageEnglish
Published Delft Taylor & Francis Group 01.01.2002
International Association for Hydraulic Research
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Abstract Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached (Falvey [6] [7], Peterka [10], Russel & Sheenan [11]), although it could lead to an increase in both flow depth and velocity. Also, self-aerated flow enhance the process of atmospheric gases exchange within the fluid, improving water quality downstream of hydraulic structures (Chanson [5]). So it is of great interest to evaluate accurately the critical point where air entrainment begins, that is, the location of the inception point. The note first shows a review on some methods to evaluate the inception point location. Second, a brief explanation on calculation development is made and an expression is obtained which enables to compute the point of incipient self-aeration as a function of unit discharge, bottom slope of the chute and uniform surface roughness in a more simple and accurate way. Finally, comparison with results provided by other methods is made and conclusions are obtained.
AbstractList Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached, although it could lead to an increase in both flow depth and velocity. Also, self-aerated flow enhance the process of atmospheric gases exchange within the fluid, improving water quality downstream of hydraulic structures. So it is of great interest to evaluate accurately the critical point where air entrainment begins, that is, the location of the inception point. The note first shows a review on some methods to evaluate the inception point location. Second, a brief explanation on calculation development is made and an expression is obtained which enables to compute the point of incipient self-aeration as a function of unit discharge, bottom slope of the chute and uniform surface roughness in a more simple and accurate way. Finally, comparison with results provided by other methods is made and conclusions are obtained.
Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached (Falvey [6] [7], Peterka [10], Russel & Sheenan [11]), although it could lead to an increase in both flow depth and velocity. Also, self-aerated flow enhance the process of atmospheric gases exchange within the fluid, improving water quality downstream of hydraulic structures (Chanson [5]). So it is of great interest to evaluate accurately the critical point where air entrainment begins, that is, the location of the inception point. The note first shows a review on some methods to evaluate the inception point location. Second, a brief explanation on calculation development is made and an expression is obtained which enables to compute the point of incipient self-aeration as a function of unit discharge, bottom slope of the chute and uniform surface roughness in a more simple and accurate way. Finally, comparison with results provided by other methods is made and conclusions are obtained.
Author Monino Ferrando, Antonio
Riera Rico, Jaime
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Cites_doi 10.1061/(ASCE)0733-9429(1999)125:6(666)
10.1139/l97-103
10.1080/00221688909499166
10.1016/S0301-9322(96)00063-8
10.1061/(ASCE)0733-9429(1983)109:2(308)
10.1080/00221688909499127
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Issue 1
Keywords Aeration
Air entrainment
Waterfall
Breakdown initiation
Hydraulics
Open channel flow
Computing method
Weir
Comparative study
Multiple regression
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References Falvey H. T. (CIT0006) 1980
Bauer W. J. (CIT0001) 1954; 119
Falvey H. T. (CIT0007) 1990
Straub L. G. (CIT0012) 1958; 84
Russell S. O. (CIT0011) 1974; 1
Hager W. H. (CIT0008) 1992
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Peterka A. J. (CIT0010)
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  doi: 10.1061/(ASCE)0733-9429(1999)125:6(666)
– ident: CIT0009
  doi: 10.1139/l97-103
– ident: CIT0002
  doi: 10.1080/00221688909499166
– volume-title: Spillways, shock waves and air entrainment
  year: 1992
  ident: CIT0008
  contributor:
    fullname: Hager W. H.
– ident: CIT0004
  doi: 10.1016/S0301-9322(96)00063-8
– ident: CIT0013
  doi: 10.1061/(ASCE)0733-9429(1983)109:2(308)
– volume: 1
  year: 1974
  ident: CIT0011
  publication-title: Canadian Journal of Civil Engineering
  contributor:
    fullname: Russell S. O.
– start-page: 507
  volume-title: V I.A.H.R. Congress
  ident: CIT0010
  contributor:
    fullname: Peterka A. J.
– volume-title: Cavitation in chutes and spillways
  year: 1990
  ident: CIT0007
  contributor:
    fullname: Falvey H. T.
– ident: CIT0003
  doi: 10.1080/00221688909499127
– volume: 119
  start-page: 1212
  year: 1954
  ident: CIT0001
  publication-title: Transactions, ASCE
  contributor:
    fullname: Bauer W. J.
– volume-title: Air water flow in hydraulic structures
  year: 1980
  ident: CIT0006
  contributor:
    fullname: Falvey H. T.
– volume: 84
  issue: 7
  year: 1958
  ident: CIT0012
  publication-title: Journal of Hydraulic Division, ASCE
  contributor:
    fullname: Straub L. G.
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Snippet Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached...
Natural self-aeration of water flows in open channels protects surfaces in contact with the flow from cavitation damage if enough air content is reached,...
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SubjectTerms Applied sciences
Buildings. Public works
Exact sciences and technology
Hydraulic constructions
Title On the incipient aerated flow in chutes and spillways
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