Have a personal or library account? Click to login
A comprehensive approach to the optimization of design solutions for dry anti-flood reservoir dams Cover

A comprehensive approach to the optimization of design solutions for dry anti-flood reservoir dams

Open Access
|Sep 2021

References

  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
DOI: https://doi.org/10.2478/sgem-2021-0016 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 270 - 284
Submitted on: May 10, 2021
|
Accepted on: May 21, 2021
|
Published on: Sep 30, 2021
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2021 Dariusz Łydżba, Adrian Różański, Maciej Sobótka, Michał Pachnicz, Szczepan Grosel, Jakub Rainer, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.