Pressure evaluation during dam break using weakly compressible SPH

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21220%2F19%3A00326233" target="_blank" >RIV/68407700:21220/19:00326233 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.epj-conferences.org/articles/epjconf/abs/2019/18/epjconf_efm18_02030/epjconf_efm18_02030.html" target="_blank" >https://www.epj-conferences.org/articles/epjconf/abs/2019/18/epjconf_efm18_02030/epjconf_efm18_02030.html</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/epjconf/201921302030" target="_blank" >10.1051/epjconf/201921302030</a>

Jazyk výsledku
angličtina
Název v původním jazyce
Pressure evaluation during dam break using weakly compressible SPH
Popis výsledku v původním jazyce
This paper presents a solution of a dam break problem in two dimensions obtained with smoothed particle hydrodynamics (SPH) method. The main focus is on the pressure evaluation during the impact on the wall. The used numerical method and the way of pressure evaluation are described in detail. The numerical results of the kinematics and dynamics of the flow are compared with experimental data from the literature. The abilities and the limitations of the used methods are discussed.
Název v anglickém jazyce
Pressure evaluation during dam break using weakly compressible SPH
Popis výsledku anglicky
This paper presents a solution of a dam break problem in two dimensions obtained with smoothed particle hydrodynamics (SPH) method. The main focus is on the pressure evaluation during the impact on the wall. The used numerical method and the way of pressure evaluation are described in detail. The numerical results of the kinematics and dynamics of the flow are compared with experimental data from the literature. The abilities and the limitations of the used methods are discussed.

Rok uplatnění
2019
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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