Michaela Červeňanská

Dr. Michaela Červeňanská

Department of Hydraulic Engineering, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Bratislava, Bratislavský, Slovakia
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Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2016 in Pollack Periodica
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Journal Article
Open access
Michaela ČerveňanskáMichaela Červeňanská
Michaela Červeňanská
DBDana Baroková
Dana Baroková
Andrej SolteszAndrej Soltesz
Andrej Soltesz
The water sources located on the inland islands on the left side of the Danube River as well as water sources located on the right bank of the Danube River in the Pečniansky forest have an irreplaceable function in terms of supplying the population in Bratislava with drinking water. There are 80 wells in these mentioned areas operated by the Bratislava Water Company. In order to maintain the actual functions of the water resources, it is therefore necessary to assess the impact of the proposed construction of the multi-purposed structure ‘Hydraulic structure Bratislava — Pečniansky forest’ on these water sources.

7 November 2020 in Pollack Periodica
Verified
Journal Article
Open access
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Andrej SolteszAndrej Soltesz
Andrej Soltesz
DBDana Baroková
Dana Baroková
ZSZinaw Dingetu Shenga
Zinaw Dingetu Shenga
Michaela ČerveňanskáMichaela Červeňanská
Michaela Červeňanská
Presented paper deals with the hydraulic assessment of groundwater flow in the area affected by the realization of the hydraulic gate on the Klátov branch and in the adjacent territory of a dike, which is located on the right-side of Little Danube. This hydraulic assessment is part of the project of the Slovak Water Management Enterprise, which also aims to increase the height and seal the dike on the right-side of the Little Danube. Generally, the project is divided into three phases (Phase I, II and III) to implement different technical measures to protect the area from flooding. The assumption for the execution of the technical measures of the mentioned three project phases is a continuous flood protection of part of the Žitný ostrov area around the Little Danube and the Klátov River branch in the reach from Kolárovo to Jahodná town. Therefore, a 3D mathematical model was created to simulate groundwater flow by changing boundary conditions of surface water flow during flood periods.

28 September 2021 in Pollack Periodica
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Journal Article
Closed access
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Michaela ČerveňanskáMichaela Červeňanská
Michaela Červeňanská
DBDana Baroková
Dana Baroková
AŠAndrej Šoltész
Andrej Šoltész
During the flood situations in May and June 2010, the culmination of the Váh River and the Danube River was accompanied by the groundwater level rising in the Rye Island, in some boreholes even to their maximum measured levels. The increased groundwater level caused major problems, e.g. flooded cellars and underground spaces, contaminated drinking water in wells, flooded railways and farmlands. As a part of the research concentrating on the groundwater flooding phenomena in the Rye Island, the flood situation from the year 2010 was reconstructed, establishing the basis for a construction of the flood hazard maps and flood risk management plans. The problem was solved with a MODFLOW numerical model using the Groundwater Modeling System.


3 June 2020 in Acta Hydrologica Slovaca
Verified
Journal Article
Closed access
DBDana Baroková
Dana Baroková
Michaela ČerveňanskáMichaela Červeňanská
Michaela Červeňanská
AŠAndrej Šoltész
Andrej Šoltész

3 July 2023 in Water
Verified
Journal Article
Open access
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DBDana Baroková
Dana Baroková
Andrej SolteszAndrej Soltesz
Andrej Soltesz
Michaela ČerveňanskáMichaela Červeňanská
Michaela Červeňanská
The Bratislava region in Slovakia aims to improve its transport infrastructure by connecting the airport with the railway network. As part of the Trans-European Network for Transport project (TEN-T), an underground railway line is proposed to be constructed on both sides of the Danube River, connecting the airport in Bratislava to the Petržalka region on the river’s right side. However, underground construction is likely to have an impact on the groundwater flow regime. This construction, which will be built below the ground surface, should be built by excavating from above under the protection of sealing walls to prevent significant changes to the groundwater level regime (GWL). Therefore, a numerical model based on the finite element method (FEM) was established to evaluate the effect of the planned underground construction on the GWL, and technical measures were introduced to mitigate any potential impacts. The results of the model revealed possibilities for controlling the groundwater level in the aquifer affected by the railway structure during and after the construction.