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This article presents the results of numerical simulations of seepage through the body of the dam and the reservoir bed. The purpose of this study was to analyse the seepage stability during a flood as well as the impact on seepage stability of the diaphragm wall and gravel columns, on which the dam body is founded in selected segments. Simulations were conducted for three different locations, and the following 3D models of the dum were prepared: – a model containing the front and right-bank part of the dam, for which no diaphragm wall, gravel columns and drainage ditch were provided for – a model of a segment of the right-bank dam including a diaphragm wall, drainage ditch and gravel columns under the dam (two variants with differing diaphragm wall lengths) – a model of the water dam segment accounting for gravel columns and a drainage ditch, but without a diaphragm wall. In the case of founding on gravel columns, the base was modelled as an anisotropic medium in terms of seepage properties, macroscopically equivalent to the actual soil medium. The numerical model utilises the finite element method. The geometry of the dam and geological substrate was defined in the GIS tools in the form of a 3D model of the terrain and geology of the substrate.
Słowa kluczowe
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Czasopismo
Rocznik
Tom
Strony
11--20
Opis fizyczny
Bibliogr. 20 poz., rys.
Twórcy
autor
- Wrocław University of Technology. Faculty of Technology and Natural Sciences. Stefana Batorego 9, 59-200 Legnica
autor
- Wrocław University of Technology. Faculty of Civil Engineering. Plac Grunwaldzki 9, 50-377 Wroclaw
autor
- KGHM Cuprum Ltd Research and Development Centre, New Energy Technologies Department, ul. Gen. Wł. Sikorskiego 2-8 53-659 Wrocław
autor
- Wrocław University of Technology. Faculty of Civil Engineering. Plac Grunwaldzki 9, 50-377 Wroclaw
autor
- Wrocław University of Technology. Faculty of Civil Engineering. Plac Grunwaldzki 9, 50-377 Wroclaw
Bibliografia
- [1] Ahmed, A.A. & Bazaraa, A.S. (2009). Three-dimensional analysis of seepage below and around hydraulic structures. Journal of Hydrologic Engineering 14(3).
- [2] Aotearoa (draftsman). (2006). Hydrographic map of Poland, Retrieved from Wikimedia Commons website: https://commons.wikimedia.org/wiki/File:Polska_hydrografia2.jpg.
- [3] Auriault, J.L. (1991). Heterogeneous medium, is an equivalent macroscopic description possible? International Journal of Engineering Science 29( 7): 785-795.
- [4] Faganello E. & Attewill L. (2005). Flood Management Strategy for the Upper and Middle Odra River Basin: Feasibility Study of Racibórz Reservoir, Natural Hazards 36:273-295.
- [5] GEOSKOP Sp. z o. o., Sp. k. (2014). Sprawozdanie z badań Geotechnicznych (Report on geotechnical surveys) [In Polish].
- [6] Hydroprojekt DHV Group. (2011). Operat Wodnoprawny - Zbiornik przeciwpowodziowy Racibórz Dolny na rzece Odrze w województwie śląskim (polder) (Report on water and law matters – Flood Control Reservoir Racibórz Dolny on the Odra River in Śląskie Voivodship (Polder)) [In Polish].
- [7] Hydroprojekt DHV Group. (2012). Projekt Budowlany Zbiornika Przeciwpowodziowego Racibórz Dolny na Rzece Odrze w Województwie Śląskim (Polder) (Construction design of Flood Control Reservoir Racibórz Dolny on the Odra River in Śląskie Voivodship (Polder)) [In Polish].
- [8] Mineral and Energy Economy Research Institute, Polish Academy of Sciences. (2001). Dokumentacja geologiczno-inżynierska dla projektowanego zbiornika wodnego Racibórz Dolny (Geology Engineering Report for designed Reservoir Racibórz Dolny) [In Polish].
- [9] Jafari, N.H., Stark, T.D., Leopold, A.L. & Merry, S.M. (2016). Three-dimensional levee and floodwall underseepage, Canadian Geotechnical Journal 53(1): 72-84.
- [10] JPP Consult. (2015). Executive Project – Structure 311, Soil stabilization of right-bank dam in km 2+900-3+500, 4+000-4+400, 4+600-4+850, 5+225-5+650 i 5+800-6+025. [In Polish].
- [11] Khalili Shayan, H. & Amiri-Tokaldany, E. (2015). Effects of blanket, drains, and cutoff wall on reducing uplift pressure, seepage, and exit gradient under hydraulic structures, International Journal of Civil Engineering 13(4).
- [12] Miotliński, K., Postma, D. & Kowalczyk, A. (2012). Variable infiltration and river flooding resulting in changing groundwater quality – A case study from Central Europe, Journal of Hydrology, Vol. 414–415, Pages 211-219.
- [13] Moharrami, A., Moradi, G., Bonab, M.H., Katebi, J. & Moharrami, G. (2015). Performance of Cutoff Walls Under Hydraulic Structures Against Uplift Pressure and Piping Phenomenon, Geotechnical and Geological Engineering 33: 95-103.
- [14] Panasiuk, D. (2014). Environmental costs for exploitation variants of Racibórz dry polder, Economics and Environment, 4/2014 146-153.
- [15] Polubarinova-Kochina, P. Ya. (1962). Theory of ground water movement. Princeton, NJ: Princeton University Press.
- [16] Strzelecki, M. (2014). Numerical Three-Dimensional Model of airport terminal drainage system, Studia Geotechnica et Mechanica 26(1): 111-119.
- [17] Strzelecki, T. (red.), Kostecki, S. & Żak, S. (2008). Modelowanie przepływów przez ośrodki porowate (Modelling of flows through porous media), DWE, Wrocław. [In Polish].
- [18] Strzelecki, T. & Strzelecki, M. (2015). Relation Between Filtration and Soil Consolidation Theories, Studia Geotechnica et Mechanica, 37(1).
- [19] Strzelecki, T. (red.), Auriault J.L., Bauer J., Kostecki S. & Puła W. (1996). Mechanika ośrodków niejednorodnych. Teoria homogenizacji (Mechanics of heterogeneous media. Homogenization theory) DWE, Wrocław [In Polish].
- [20] Wieczysty, A. (1982). Hydrogeologia inżynierska (Engineering hydrogeology), PWN, Warszawa [In Polish].
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7511801e-04e1-458c-a85e-079af2b5a7f6