Water mass oscillations in a generic surge chamber

Numerical models are currently most often used to simulate water mass oscillations inside the system formed of the reservoir, pressure tunnel, and surge chamber. At the same time, regardless of the method used for discretisation of governing equations, the numerical models are most often developed u...

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Main Author: Vanja Travaš
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-05-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.989.2013
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spelling doaj-66af6b02a83444f69c34716ef654b1842020-11-25T00:50:21ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952014-05-016604.32333410.14256/JCE.989.2013121284Water mass oscillations in a generic surge chamberVanja TravašNumerical models are currently most often used to simulate water mass oscillations inside the system formed of the reservoir, pressure tunnel, and surge chamber. At the same time, regardless of the method used for discretisation of governing equations, the numerical models are most often developed under assumption that the surge chamber is characterized by the constant and circular cross section. To omit this restrictive assumption, a numerical algorithm is proposed to enable analysis of water level oscillations in a generic surge chamber.https://doi.org/10.14256/JCE.989.2013
collection DOAJ
language English
format Article
sources DOAJ
author Vanja Travaš
spellingShingle Vanja Travaš
Water mass oscillations in a generic surge chamber
Građevinar
author_facet Vanja Travaš
author_sort Vanja Travaš
title Water mass oscillations in a generic surge chamber
title_short Water mass oscillations in a generic surge chamber
title_full Water mass oscillations in a generic surge chamber
title_fullStr Water mass oscillations in a generic surge chamber
title_full_unstemmed Water mass oscillations in a generic surge chamber
title_sort water mass oscillations in a generic surge chamber
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2014-05-01
description Numerical models are currently most often used to simulate water mass oscillations inside the system formed of the reservoir, pressure tunnel, and surge chamber. At the same time, regardless of the method used for discretisation of governing equations, the numerical models are most often developed under assumption that the surge chamber is characterized by the constant and circular cross section. To omit this restrictive assumption, a numerical algorithm is proposed to enable analysis of water level oscillations in a generic surge chamber.
url https://doi.org/10.14256/JCE.989.2013
work_keys_str_mv AT vanjatravas watermassoscillationsinagenericsurgechamber
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