Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Martin Orfánus"'
Publikováno v:
Civil Engineering Journal, Vol 30, Iss 1 (2021)
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 outle
Externí odkaz:
https://doaj.org/article/da95c09173214c6dbdede031a428c136
Publikováno v:
Acta Hydrologica Slovaca. 23:282-287
Publikováno v:
Slovak Journal of Civil Engineering. 30:49-54
The article describes the process of redesigning the intake structure of the fish pass at the Žilina water structure in Slovakia. The existing intake structure does not meet the passability requirements for the target species of migratory fish. A de
Publikováno v:
Pollack Periodica. 16:56-60
The contribution is dealing with run-off conditions on the lower part of the Ondava River as the capacity of the river bed is insufficient at high flow rates. The reason for the proposed research was the flood situations when protection dikes were br
Publikováno v:
Pollack Periodica. 16:120-125
Variable renewable energy sources, e.g. solar and wind power, require flexible management of energy sources to stabilize the power grid. Immediate changes in power generation and power usage is compensated for by the operation of hydropower plants. T
Autor:
Ján Rumann, Martin Orfánus
Publikováno v:
Pollack Periodica. 14:153-164
The research was carried out at the Department of Hydraulic Engineering, Faculty of Civil Engineering, Slovak University of Technology in Bratislava with close cooperation with Institute o...
Publikováno v:
Pollack Periodica. 14:75-85
This paper presents a proprietary open source code for analysis of granulometric properties of bed load material based on non-intrusive automated image analysis. Vertical bed-surface image...
Publikováno v:
Juniorstav 2022 – sborník příspěvků, s. 456-461. ISBN 978-80-86433-76-9.
Contributions deals with a mathematical simulation of the flood that affected the lower Ondava in 2010. The simulation examined 1-D modelling of the level regime in the stream, the amount of water flowing through the lateral spillway, and 2-D modelli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ea8bf5d722e0503d36741e0f79f8ebe2
https://hdl.handle.net/11012/203479
https://hdl.handle.net/11012/203479
Publikováno v:
Pollack Periodica. 14:129-138
The aim of the study is to assess hydro-morphologic evolution of currently cut off meander for 3 river restoration scenarios during 10 days of bank-full discharge. To simulate hydro-morpho-dynamics...
Publikováno v:
Civil Engineering Journal, Vol 30, Iss 1 (2021)
Stavební obzor. 2021, vol. 30, issue 1, p. 260-267.
Stavební obzor. 2021, vol. 30, issue 1, p. 260-267.
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 outle