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The article proposes the methodology of designing dams of dry flood control reservoirs. The algorithm is developed so as to meet all the requirements given in the Eurocode 7 and, at the same time, to be efficient in terms of necessary calculation time. Furthermore, the presented numerical procedure enables the optimization of design solutions, e.g. the depth and length of the anti-filtration barrier, by means of parametric analyses. The approach assumes the use of numerical methods, in particular, finite element (FE) analysis. Three-dimensional (3D) reconstruction of the terrain topography and subsoil layer arrangement performed in step (1) sets the base for further analyses. In step (2), the filtration phenomena are assessed based on the 3D analysis of a transient groundwater flow. In step (3), the state of displacement is evaluated and the stability is verified for all the relevant phases of construction and operation of the facility, in particular, in the course of simulated flood detention. The analyses in step (3) are carried out on 2D models corresponding to the design cross-sections of the dam. This significantly reduces the computation time (compared to 3D analysis) and, at the same time, provides a safe estimate of factor of safety. The performance of the proposed algorithm is shown on the numerical examples of the computations concerning the dam of Szalejów Górny dry anti-flood reservoir located in Poland.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
270--284
Opis fizyczny
Bibliogr. 28 poz., rys.
Twórcy
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
Bibliografia
- [1] Abramov, C. K. (1952). Method of calculation and selection of filters for drilled wells. Works of Hydrogeology and Engineering Geology Section, The Federal Scientific Technical Mining Society, Moscow.
- [2] Bieniawski, Z. (1988). The rock mass rating (RMR) system (geomechanics classification) in engineering practice. In Rock Classification Systems for Engineering Purposes. ASTM International.
- [3] Bolton Seed, H., & Duncan, J. M. (1987). The failure of Teton Dam. Engineering Geology, 24(1), 173–205. https://doi.org/10.1016/0013-7952(87)90060-3
- [4] Cała, M. (2007). Convex and concave slope stability analyses with numerical methods. Archives of Mining Sciences, 52(1), 75–89.
- [5] Deere, D. (1988). The rock quality designation (RQD) index in practice. In Rock classification systems for engineering purposes. ASTM International.
- [6] Deere, D. U., & Deere, D. W. (1989). Rock Quality Designation (RQD) after Twenty Years. DEERE (DON U) CONSULTANT GAINESVILLE FL.
- [7] EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules. (2008).
- [8] Fredlund, M. D., Fredlund, D. G., & Zhang, L. (2010). Moving from 2D to a 3D unsaturated slope stability analysis. In PanAm Unsaturated Soils 2017 (pp. 136–145).
- [9] Griffiths, D. V., & Lane, P. A. (1999). Slope stability analysis by finite elements. Geotechnique, 49(3), 387–403.
- [10] Krige, D. G. (1951). A statistical approach to some basic mine valuation problems on the Witwatersrand. Journal of the Southern African Institute of Mining and Metallurgy, 52(6), 119–139.
- [11] Kundzewicz, Z., Szamalek, K., & Kowalczak, P. (1999). The Great Flood of 1997 in Poland. Hydrological Sciences Journal, 44(6), 855–870. https://doi.org/10.1080/02626669909492285
- [12] Labuz, J. F., & Zang, A. (2012). Mohr–Coulomb failure criterion. In The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007-2014 (pp. 227–231). Springer.
- [13] Łydżba, D., Batog, A., Sobótka, M., Pachnicz, M., Różański, A., Stefaniuk, D., Wróblewski, T., & Chudy, G. (2017). Evaluation of stability of the Roztoki Bystrzyckie reservoir dam (in Polish). Geoinżynieria: Drogi, Mosty, Tunele.
- [14] Matyas, A. L., Poulard, C., Ratomski, J., & Royet, P. (2009). Construction and Action of Dry dams with different characteristics and location. Infrastructure and Ecology of Rural Areas, 9, 115–129.
- [15] Oliver, M. A., & Webster, R. (1990). Kriging: A method of interpolation for geographical information systems. International Journal of Geographical Information System, 4(3), 313–332.
- [16] Panel, I. (1976). Review cause of Teton Dam failure. Denver, Colom, US Bureau of Reclamation.
- [17] Poulard, C., Leblois, L., Narbais, D., & Chennu, S. (2008). Towards objective design of dry dams at watershed scale: How to take into account the spatial structure of the rainfall and its variability. 12th Biennial Conference of Euromediterranean Network of Experimental and Representative Basins (ERB), Hydrological Extremes in Small Basins, 84, 21–28.
- [18] Scheidegger, A. E. (2020). The physics of flow through porous media. University of Toronto press.
- [19] Sichardt, W. (1928). Method of stabilization of drilled wells. Julius Spinger, Berlin.
- [20] Sweco Consulting Sp. z o.o. (2019). Construction of Szalejów Górny dry flood control reservoir on the Bystrzyca Dusznicka river, Vol.8 Design of an earth-fill dam.
- [21] Szamalek, K. (2000). The Great Flood of 1997 in Poland: The Truth and Myth. In J. Marsalek, W. E. Watt, E. Zeman, & F. Sieker (Eds.), Flood Issues in Contemporary Water Management (pp. 67–74). Springer Netherlands. https://doi.org/10.1007/978-94-011-4140-6_7
- [22] The World Bank (2021). World Bank Project: ODRA-VISTULA FLOOD MANAGEMENT PROJECT - P147460. Retrieved 26 February 2021, from https://projects.worldbank.org/en/projects-operations/project-detail/P147460
- [23] Truty, A., Zimmermann, T., Podleś, K., & Obrzud, R. (2020). User manual ZSoil.PC v2020. Soil, Rock and Structural Mechanics in dry or partially saturated media (1985-2020). Elmepress International.
- [24] Van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898.
- [25] Van Rossum, G., & Drake Jr, F. L. (1995). Python tutorial (Vol. 620). Centrum voor Wiskunde en Informatica Amsterdam.
- [26] Webster, R., & Oliver, M. A. (1993). How large a sample is needed to estimate the regional variogram adequately? In Geostatistics Tróia’92 (pp. 155–166). Springer.
- [27] Xiang-Wei, H. A. N., Ming-An, S., & Horton, R. (2010). Estimating van Genuchten model parameters of undisturbed soils using an integral method. Pedosphere, 20(1), 55–62.
- [28] Xu, Y., Zhang, L., & Jia, J. (2012). Lessons from Catastrophic Dam Failures in August 1975 in Zhumadian, China. 162–169. https://doi.org/10.1061/40971(310)20
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1e02393a-123c-4910-8038-df70e184d034