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 in | Journal of fluid mechanics Vol. 913 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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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. |
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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 |
Author_xml | – sequence: 1 givenname: Peng 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 – sequence: 2 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 – sequence: 3 givenname: Zhigang surname: Zuo fullname: Zuo, Zhigang email: zhigang200@tsinghua.edu.cn organization: 1Department of Energy and Power Engineering, and State Key Laboratory of Hydro Science and Engineering, Tsinghua University, Beijing 100084, PR China – sequence: 4 givenname: Zhao orcidid: 0000-0003-1654-3205 surname: Pan fullname: Pan, Zhao 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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Cites_doi | 10.1115/1.4005257 10.1061/(ASCE)0733-9429(1991)117:10(1310) 10.1103/PhysRevApplied.9.014035 10.1063/1.870381 10.1073/pnas.1702502114 10.1088/1009-1963/13/4/028 10.3390/en12244781 10.1016/j.jfluidstructs.2005.08.008 10.1061/(ASCE)0733-9429(1999)125:8(835) 10.1016/j.ymssp.2004.08.006 10.1017/S0022112009007381 10.5545/sv-jme.2014.1882 10.1061/(ASCE)HY.1943-7900.0000971 10.1016/S1001-6058(16)60638-8 10.1016/j.ijheatmasstransfer.2003.07.015 |
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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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