RAS Earth ScienceГеоэкология. Инженерная геология. Гидрогеология. Геокриология Environmental Geoscience

  • ISSN (Print) 0869-7809
  • ISSN (Online) 3034-6401

FIELD AND MODEL RESEARCH OF THE GROUNDWATER FLOWS IN THE AREA OF THE PAKS-2 NPP CONSTRUCTION, HUNGARY

PII
10.31857/S0869780923060061-1
DOI
10.31857/S0869780923060061
Publication type
Status
Published
Authors
Volume/ Edition
Volume / Issue number 6
Pages
47-61
Abstract
The construction of the nuclear power plant (NPP) requires conducting a large number of engineering and hydrogeological surveys, as well as assessment of the design decisions’ safety. A deep excavation pit at the Paks II NPP construction site requires execution of the cut-off wall due to extremely high groundwater saturation of the alluvial deposits. However, lithological anisotropy and the presence of dislocation zones did not allow identifying the appropriate depth for the cut-off wall construction. Unfortunately, engineering geological boreholes with a 20-meter distance between them and surface and borehole geophysical surveys could not identify the hydrogeological units. Thus, to conceptualize the hydrogeological settings, an analysis of the groundwater head distribution and the large-scale pumping tests were conducted. The interpretation of the geological data and the distinguishing of the hydrogeological units were carried out iteratively using the hydrogeological numerical model. The flow model could represent the hydraulic head distribution, the response of the lithologically heterogeneous layers to the water fluctuations in the Danube river, and the pumping tests carried out at the different depths. The results of the hydrogeological modeling revealed the aquitard to be continuous throughout the territory; however, its top’s depth changes from 30–35 to 90 m within the construction site of the Paks II NPP. This complex geometry of the aquitard is controlled by the plicated dislocation zone, which cuts the construction site in half and is revealed as the right wall of the graben.Correct hydrogeological stratification enabled us to ensure waterproof activities such as the cut-off wall construction using the hydrogeological model when excavating a deep pit for the Paks II NPP. This also minimizes the hydrodynamic impact on the closely located NPP Paks in operation.
Keywords
<i>гидрогеологическое исследования</i> <i>гидродинамическая томография</i> <i>моделирование</i> <i>строительство АЭС</i>
Date of publication
19.09.2025
Year of publication
2025
Number of purchasers
0
Views
14

References

  1. 1. Бочевер Ф.М., Гармонов И.В., Лебедев А.В., Шестаков В.М. Основы гидрогеологических расчетов. М.: Недра, 1969. 368 с.
  2. 2. Синдаловский Л.Н. Гидрогеологические расчеты с использованием программы ANSDIMAT. СПб.: Наука, 2021. 891 с.
  3. 3. Терцаги К., Пек Р. Механика грунтов в инженерной практике. М.: Госстройиздат, 1958. 607 с.
  4. 4. Alabert F. Stochastic imaging of spatial distributions using hard and soft information. Master’s thesis. Stanford University. 1987. 198 p.
  5. 5. Berg S. Comparison of Hydraulic Tomography with Traditional Methods at a Highly Heterogeneous Site // Groundwater. 2011. V. 53. P. 71–89.
  6. 6. Evans D.W., Pool D.R. Aquifer Compaction and Ground-Water Levels in South-Central Arizona // U.S. Geological Survey Water-Resources Investigations Report. 1999. 57 p.
  7. 7. Haas J. Geology of Hungary. Springer. 2013. 265 p.
  8. 8. Illaman W.A. Hydraulic Tomography in Fractured Granite: Mizunami Underground Research site, Japan // Water Resources Research. 2009. V. 45. 18 p.
  9. 9. Luo N., Zha Y., Park Y.J., Berg S.J. Three-dimensional hydraulic tomography analysis of long-term municipal wellfield operations: Validation with synthetic flow and solute transport data // Journal of Hydrology. 2020. V. 590(3). 15 p.
  10. 10. Niswonger R.G., Panday S., Ibaraki M. MODFLOW-NWT. A Newton formulation for MODFLOW-2005. U.S. Geological Survey. 2011. 56 p.
  11. 11. Teloglou I.S., Bansal R.K. Transient solution for stream-unconfined aquifer interaction due to time varying stream head and in the presence of leakage // Journal of Hydrology. 2012. V. 428–429. 12 p.
  12. 12. Zhao Z., Illman W.A. Improved high-resolution characterization of hydraulic conductivity through inverse modeling of HPT profiles and steady-state hydraulic tomography: Field and synthetic studies // Journal of Hydrogeology. 2022. V. 612. 14 p.
  13. 13. Zhao Z., Illman W.A., Zha Y. et al. Transient Hydraulic Tomography Analysis of Fourteen Pumping Tests at a Highly Heterogeneous Multiple Aquifer–Aquitard System // Water. 2019. V. 11 (9). 18 p.
  14. 14. Zhao Z. Geostatistical analysis of high-resolution hydraulic conductivity estimates from the hydraulic profiling tool and integration with hydraulic tomography at a highly heterogeneous field site // Journal of Hydrogeology. 2023. V. 617. P. 18.
QR
Translate

Indexing

Scopus

Scopus

Scopus

Crossref

Scopus

Higher Attestation Commission

At the Ministry of Education and Science of the Russian Federation

Scopus

Scientific Electronic Library