Number of the records: 1  

CFD Analysis of Cavitation Erosion Potential in Hydraulic Machinery

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    SYSNO ASEP0330840
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleCFD Analysis of Cavitation Erosion Potential in Hydraulic Machinery
    TitleVýpočetní analýza potenciálu kavitační eroze v hydraulickém stroji
    Author(s) Sedlář, M. (CZ)
    Zima, Patrik (UT-L) RID
    Müller, M. (CZ)
    Source TitleProceedings of the 3rd IAHR International Meeting of the Workgroup on Cavitation and Dynamic Problems in Hydraulic Machinery and Systems. - Brno : University of Technology, 2009 / Rudolf P. - ISBN 978-80-214-3947-4
    Pagess. 205-214
    Number of pages10 s.
    Publication formCD ROM - CD ROM
    ActionIAHR International Meeting of the Workgroup on Cavitation and Dynamic Problems in Hydraulic Machinery and Systems /3./
    Event date14.10.2009-16.10.2009
    VEvent locationBrno
    CountryCZ - Czech Republic
    Event typeWRD
    Languageeng - English
    CountryCZ - Czech Republic
    Keywordscavitation erosion ; bubble dynamics ; CFD analysis
    Subject RIVBK - Fluid Dynamics
    R&D ProjectsGA101/07/1612 GA ČR - Czech Science Foundation (CSF)
    CEZAV0Z20760514 - UT-L (2005-2011)
    AnnotationThe paper describes a new model for efficient modeling of water cavitation erosion potential in turbulent cavitating flow. The number and size of the cavitation nuclei in the inlet flow are predicted empirically or experimentally using the acoustic spectrometer. The bubble dynamics is described using the Rayleigh-Plesset equation along the flow streamlines obtained from the 3D RANS equations. The model of the erosion potential is based on the estimation of the energy dissipated by the collapses of the cavitating bubbles. The paper also describes the experiment carried out in the cavitation tunnel in the SIGMA R&D Institute. The CFD model is tested for 2D and 3D geometry. It is shown that the erosion potential of the first collapses is several orders higher than the potential of the subsequent collapses. The numerically determined location and magnitude of the first collapses are compared with the photographs of the erosion pattern. The agreement for the tested cases is very good.
    WorkplaceInstitute of Thermomechanics
    ContactMarie Kajprová, kajprova@it.cas.cz, Tel.: 266 053 154 ; Jana Lahovská, jaja@it.cas.cz, Tel.: 266 053 823
    Year of Publishing2010
Number of the records: 1  

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