On the criteria of large cavitation bubbles in a tube during a transient process

Extreme cavitation scenarios, such as water column separations in hydraulic systems during transient processes caused by large cavitation bubbles, can lead to catastrophic destruction. In the present paper, we study the onset criteria and dynamics of large cavitation bubbles in a tube. A new cavitat...

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Published inJournal of fluid mechanics Vol. 913
Main Authors Xu, Peng, Liu, Shuhong, Zuo, Zhigang, Pan, Zhao
Format Journal Article
LanguageEnglish
Published Cambridge, UK Cambridge University Press 02.03.2021
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Abstract Extreme cavitation scenarios, such as water column separations in hydraulic systems during transient processes caused by large cavitation bubbles, can lead to catastrophic destruction. In the present paper, we study the onset criteria and dynamics of large cavitation bubbles in a tube. A new cavitation number $Ca_2 = {l^*}^{-1} Ca_0$ is proposed to describe the maximum length $L_{max}$ of the cavitation bubble, where $l^*$ is a non-dimensional length of the water column indicating its slenderness, and $Ca_0$ is the classic cavitation number. Combined with the onset criteria for acceleration-induced cavitation ($Ca_1<1$, Pan et al., Proc. Natl Acad. Sci. USA, vol. 114, 2017, pp. 8470–8474), we show that the occurrence of large cylindrical cavitation bubbles requires both $Ca_2<1$ and $Ca_1<1$ simultaneously. We also establish a Rayleigh-type model for the dynamics of large cavitation bubbles in a tube. The bubbles collapse at a finite end speed, and the time from the maximum bubble size to collapse is $T_c=\sqrt {2}\sqrt {lL_{max}}\sqrt {{\rho }/{p_\infty }}$, where $l$ is the length of the water column, $L_{max}$ is the maximum bubble length, $\rho$ is the liquid density and $p_{\infty }$ is the reference pressure in the far field. The analytical results are validated against systematic experiments using a modified ‘tube-arrest’ apparatus, which can decouple acceleration and velocity. The results in the current work can guide design and operation of hydraulic systems encountering transient processes.
AbstractList Extreme cavitation scenarios, such as water column separations in hydraulic systems during transient processes caused by large cavitation bubbles, can lead to catastrophic destruction. In the present paper, we study the onset criteria and dynamics of large cavitation bubbles in a tube. A new cavitation number $Ca_2 = {l^*}^{-1} Ca_0$ is proposed to describe the maximum length $L_{max}$ of the cavitation bubble, where $l^*$ is a non-dimensional length of the water column indicating its slenderness, and $Ca_0$ is the classic cavitation number. Combined with the onset criteria for acceleration-induced cavitation ($Ca_1<1$, Pan et al., Proc. Natl Acad. Sci. USA, vol. 114, 2017, pp. 8470–8474), we show that the occurrence of large cylindrical cavitation bubbles requires both $Ca_2<1$ and $Ca_1<1$ simultaneously. We also establish a Rayleigh-type model for the dynamics of large cavitation bubbles in a tube. The bubbles collapse at a finite end speed, and the time from the maximum bubble size to collapse is $T_c=\sqrt {2}\sqrt {lL_{max}}\sqrt {{\rho }/{p_\infty }}$, where $l$ is the length of the water column, $L_{max}$ is the maximum bubble length, $\rho$ is the liquid density and $p_{\infty }$ is the reference pressure in the far field. The analytical results are validated against systematic experiments using a modified ‘tube-arrest’ apparatus, which can decouple acceleration and velocity. The results in the current work can guide design and operation of hydraulic systems encountering transient processes.
Extreme cavitation scenarios, such as water column separations in hydraulic systems during transient processes caused by large cavitation bubbles, can lead to catastrophic destruction. In the present paper, we study the onset criteria and dynamics of large cavitation bubbles in a tube. A new cavitation number $Ca_2 = {l^*}^{-1} Ca_0$ is proposed to describe the maximum length $L_{max}$ of the cavitation bubble, where $l^*$ is a non-dimensional length of the water column indicating its slenderness, and $Ca_0$ is the classic cavitation number. Combined with the onset criteria for acceleration-induced cavitation ( $Ca_1<1$ , Pan et al. , Proc. Natl Acad. Sci. USA , vol. 114, 2017, pp. 8470–8474), we show that the occurrence of large cylindrical cavitation bubbles requires both $Ca_2<1$ and $Ca_1<1$ simultaneously. We also establish a Rayleigh-type model for the dynamics of large cavitation bubbles in a tube. The bubbles collapse at a finite end speed, and the time from the maximum bubble size to collapse is $T_c=\sqrt {2}\sqrt {lL_{max}}\sqrt {{\rho }/{p_\infty }}$ , where $l$ is the length of the water column, $L_{max}$ is the maximum bubble length, $\rho$ is the liquid density and $p_{\infty }$ is the reference pressure in the far field. The analytical results are validated against systematic experiments using a modified ‘tube-arrest’ apparatus, which can decouple acceleration and velocity. The results in the current work can guide design and operation of hydraulic systems encountering transient processes.
ArticleNumber R6
Author Xu, Peng
Pan, Zhao
Zuo, Zhigang
Liu, Shuhong
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  surname: Xu
  fullname: Xu, Peng
  organization: 1Department of Energy and Power Engineering, and State Key Laboratory of Hydro Science and Engineering, Tsinghua University, Beijing 100084, PR China
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  givenname: Shuhong
  surname: Liu
  fullname: Liu, Shuhong
  organization: 1Department of Energy and Power Engineering, and State Key Laboratory of Hydro Science and Engineering, Tsinghua University, Beijing 100084, PR China
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  givenname: Zhigang
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  orcidid: 0000-0003-1654-3205
  surname: Pan
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  email: zhigang200@tsinghua.edu.cn
  organization: 2Department of Mechanical and Mechatronics Engineering, University of Waterloo, University of Waterloo, 200 University Avenue West, Waterloo, Ontario N2L 3G1, Canada
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  doi: 10.5545/sv-jme.2014.1882
– volume: 82
  start-page: 111
  year: 1960
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  article-title: Water-hammer damage to Oigawa power station
  publication-title: Trans. ASME: J. Engng Power
– ident: S0022112021001142_ref1
  doi: 10.1061/(ASCE)HY.1943-7900.0000971
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  doi: 10.1016/j.ijheatmasstransfer.2003.07.015
– volume-title: Analysis of Hydraulic Pressure Transients in the Waterways of Hydropower Stations
  year: 2011
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Snippet Extreme cavitation scenarios, such as water column separations in hydraulic systems during transient processes caused by large cavitation bubbles, can lead to...
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cambridge
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SubjectTerms Acceleration
Arrests
Bubbles
Cavitation
Cavitation number
Criteria
Dimensional analysis
Dynamics
Flow velocity
Hydraulic equipment
Hydraulic systems
Hydraulics
JFM Rapids
Length
Water circulation
Water column
Title On the criteria of large cavitation bubbles in a tube during a transient process
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