Number of the records: 1  

Modelling Flow Phenomena in Pump Station With Overflow

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    SYSNO ASEP0503344
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleModelling Flow Phenomena in Pump Station With Overflow
    Author(s) Sedlář, M. (CZ)
    Příhoda, Jaromír (UT-L) RID, ORCID
    Vyroubal, M. (CZ)
    Source Title2019 International Conference on Applied Mathematics, Modelling, Simulation and Optimization : AMMSO 2019. - Lancaster, Pennsylvania : DEStech Publications, 2019 - ISSN 2475-8841 - ISBN 978-1-60595-631-2
    Pagess. 204-210
    Number of pages7 s.
    Publication formPrint - P
    Action2019 International Conference on Applied Mathematics, Modelling, Simulation and Optimization (AMMSO2019)
    Event date21.04.2019 - 22.04.2019
    VEvent locationGuilin
    CountryCN - China
    Event typeWRD
    Languageeng - English
    CountryUS - United States
    Keywordssupercritical free-surface flow ; pump station ; overflow ; CFD ; DDES
    Subject RIVBK - Fluid Dynamics
    OECD categoryApplied mechanics
    R&D ProjectsFV30104 GA MPO - Ministry of Industry and Trade (MPO)
    Institutional supportUT-L - RVO:61388998
    AnnotationThe paper deals with the numerical analysis of flow in a complete hydraulic system representing the pump station including the influence of the free water level. Particular attention is paid to the discharge object with overflow, which is characterized by the critical flow across the crown of the overflow wall. All basic calculations were accomplished by means of the commercial software ANSYS CFX and ANSYS Fluent with the SST turbulence model. As the flow in the discharge object represents the most interesting part of the results, additional numerical simulations of flow just inside this object were carried out with the DDES scale resolving simulations. Basic calculations inside the complete pump station passage gave surprisingly steady water level in both the intake and discharge objects. They also provided a good picture of the distribution of water velocity close to the water level and corresponding height of water level above the overflow wall crown. DDES simulations indicated a periodically formed vortex on a water level behind the overflow wall crown with the Strouhal number about 0.3.
    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 Publishing2020
Number of the records: 1  

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