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MAJOR, J.; ORFÁNUS, M.; ZACHOVAL, Z.
Original Title
Flow over broad-crested weir with inflow by approach shaft – numerical model.
English Title
Type
WoS Article
Original Abstract
In the case of flow over rectangular broad-crested weir, where the inflow is realized by approach shaft, occurs influence of water surface level by approach flow velocity. The paper describes numerical model of flow including weir, approach and outlet shaft. Simulations of flow were created by 2D and 3D model with using three methods of turbulent modelling. In paper is evaluated water surface level for each model setup and then is compared with measured values.
English abstract
Keywords
Approach shaft, Broad-crested weir, Free surface level, Numerical model
Key words in English
Authors
RIV year
2021
Released
01.04.2021
Publisher
Faculty of Civil Engineering, Czech Technical University in Prague
Location
Praha
ISBN
1210-4027
Periodical
Civil Engineering Journal-Stavebni Obzor
Volume
30
Number
1
State
Czech Republic
Pages from
260
Pages to
267
Pages count
8
URL
https://ojs.cvut.cz/ojs/index.php/cej/article/view/7172
Full text in the Digital Library
http://hdl.handle.net/11012/200979
BibTex
@article{BUT171319, author="Jakub {Major} and Martin {Orfánus} and Zbyněk {Zachoval}", title="Flow over broad-crested weir with inflow by approach shaft – numerical model.", journal="Civil Engineering Journal-Stavebni Obzor", year="2021", volume="30", number="1", pages="260--267", doi="10.14311/CEJ.2021.01.0019", issn="1210-4027", url="https://ojs.cvut.cz/ojs/index.php/cej/article/view/7172" }
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