Modeling Flow Phenomena in Pump Station with Overflow

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F28645413%3A_____%2F19%3AN0000006" target="_blank" >RIV/28645413:_____/19:N0000006 - isvavai.cz</a>

Výsledek na webu

<a href="http://dpi-proceedings.com/index.php/dtcse/article/view/30127" target="_blank" >http://dpi-proceedings.com/index.php/dtcse/article/view/30127</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.12783/dtcse/ammso2019/30127" target="_blank" >10.12783/dtcse/ammso2019/30127</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Modeling Flow Phenomena in Pump Station with Overflow

Popis výsledku v původním jazyce

This 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 a (not very distinct) Strouhal number about 0.3.

Název v anglickém jazyce

Modeling Flow Phenomena in Pump Station with Overflow

Popis výsledku anglicky

This 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 a (not very distinct) Strouhal number about 0.3.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20301 - Mechanical engineering

Projekt

<a href="/cs/project/FV30104" target="_blank" >FV30104: Vtokové a výtokové objekty čerpacích a turbínových stanic</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2019

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

DEStech Transactions on COMPUTER SCIENCE and ENGINEERING

ISBN

978-1-60595-631-2

ISSN

—

e-ISSN

—

Počet stran výsledku

7

Strana od-do

204-210

Název nakladatele

—

Místo vydání

—

Místo konání akce

Čína

Datum konání akce

1. 1. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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