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

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. AbramovC. 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 Search in Google Scholar

Bieniawski, Z. (1988). The rock mass rating (RMR) system (geomechanics classification) in engineering practice. In Rock Classification Systems for Engineering Purposes. ASTM International. BieniawskiZ. 1988 The rock mass rating (RMR) system (geomechanics classification) in engineering practice In Rock Classification Systems for Engineering Purposes ASTM International 10.1520/STP48461S Search in Google Scholar

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 Bolton SeedH. DuncanJ. M. 1987 The failure of Teton Dam Engineering Geology 24 1 173 205 https://doi.org/10.1016/0013-7952(87)90060-3 10.1016/0013-7952(87)90060-3 Search in Google Scholar

Cała, M. (2007). Convex and concave slope stability analyses with numerical methods. Archives of Mining Sciences, 52(1), 75–89. CałaM. 2007 Convex and concave slope stability analyses with numerical methods Archives of Mining Sciences 52 1 75 89 Search in Google Scholar

Deere, D. (1988). The rock quality designation (RQD) index in practice. In Rock classification systems for engineering purposes. ASTM International. DeereD. 1988 The rock quality designation (RQD) index in practice In Rock classification systems for engineering purposes ASTM International 10.1520/STP48465S Search in Google Scholar

Deere, D. U., & Deere, D. W. (1989). Rock Quality Designation (RQD) after Twenty Years. DEERE (DON U) CONSULTANT GAINESVILLE FL. DeereD. U. DeereD. W. 1989 Rock Quality Designation (RQD) after Twenty Years DEERE (DON U) CONSULTANT GAINESVILLE FL Search in Google Scholar

EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules. (2008). EN 1997-1:2004 Eurocode 7. Geotechnical design. Part 1. General rules 2008 Search in Google Scholar

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). FredlundM. D. FredlundD. G. ZhangL. 2010 Moving from 2D to a 3D unsaturated slope stability analysis In PanAm Unsaturated Soils 2017 136 145 10.1061/9780784481691.014 Search in Google Scholar

Griffiths, D. V., & Lane, P. A. (1999). Slope stability analysis by finite elements. Geotechnique, 49(3), 387–403. GriffithsD. V. LaneP. A. 1999 Slope stability analysis by finite elements Geotechnique 49 3 387 403 10.1680/geot.1999.49.3.387 Search in Google Scholar

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. KrigeD. 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 Search in Google Scholar

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 KundzewiczZ. SzamalekK. KowalczakP. 1999 The Great Flood of 1997 in Poland Hydrological Sciences Journal 44 6 855 870 https://doi.org/10.1080/02626669909492285 10.1080/02626669909492285 Search in Google Scholar

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. LabuzJ. F. ZangA. 2012 Mohr–Coulomb failure criterion In The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014 227 231 Springer 10.1007/978-3-319-07713-0_19 Search in Google Scholar

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. ŁydżbaD. BatogA. SobótkaM. PachniczM. RóżańskiA. StefaniukD. WróblewskiT. ChudyG. 2017 Evaluation of stability of the Roztoki Bystrzyckie reservoir dam (in Polish) Geoinżynieria: Drogi, Mosty, Tunele Search in Google Scholar

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. MatyasA. L. PoulardC. RatomskiJ. RoyetP. 2009 Construction and Action of Dry dams with different characteristics and location Infrastructure and Ecology of Rural Areas 9 115 129 Search in Google Scholar

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. OliverM. A. WebsterR. 1990 Kriging: A method of interpolation for geographical information systems International Journal of Geographical Information System 4 3 313 332 10.1080/02693799008941549 Search in Google Scholar

Panel, I. (1976). Review cause of Teton Dam failure. Denver, Colom, US Bureau of Reclamation. PanelI. 1976 Review cause of Teton Dam failure Denver, Colom, US Bureau of Reclamation Search in Google Scholar

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. PoulardC. LebloisL. NarbaisD. ChennuS. 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 Search in Google Scholar

Scheidegger, A. E. (2020). The physics of flow through porous media. University of Toronto press. ScheideggerA. E. 2020 The physics of flow through porous media University of Toronto press Search in Google Scholar

Sichardt, W. (1928). Method of stabilization of drilled wells. Julius Spinger, Berlin. SichardtW. 1928 Method of stabilization of drilled wells Julius Spinger Berlin Search in Google Scholar

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. 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 Search in Google Scholar

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 SzamalekK. 2000 The Great Flood of 1997 in Poland: The Truth and Myth In MarsalekJ. WattW. E. ZemanE. SiekerF. (Eds.), Flood Issues in Contemporary Water Management 67 74 Springer Netherlands https://doi.org/10.1007/978-94-011-4140-6_7 10.1007/978-94-011-4140-6_7 Search in Google Scholar

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 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 Search in Google Scholar

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. TrutyA. ZimmermannT. PodleśK. ObrzudR. 2020 User manual ZSoil.PC v2020. Soil, Rock and Structural Mechanics in dry or partially saturated media (1985–2020) Elmepress International Search in Google Scholar

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. Van GenuchtenM. T. 1980 A closed-form equation for predicting the hydraulic conductivity of unsaturated soils Soil Science Society of America Journal 44 5 892 898 10.2136/sssaj1980.03615995004400050002x Search in Google Scholar

Van Rossum, G., & Drake Jr, F. L. (1995). Python tutorial (Vol. 620). Centrum voor Wiskunde en Informatica Amsterdam. Van RossumG. DrakeF. L.Jr 1995 Python tutorial 620 Centrum voor Wiskunde en Informatica Amsterdam Search in Google Scholar

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. WebsterR. OliverM. A. 1993 How large a sample is needed to estimate the regional variogram adequately? In Geostatistics Tróia 92 155 166 Springer 10.1007/978-94-011-1739-5_14 Search in Google Scholar

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. Xiang-WeiH. A. N. Ming-AnS. HortonR. 2010 Estimating van Genuchten model parameters of undisturbed soils using an integral method Pedosphere 20 1 55 62 10.1016/S1002-0160(09)60282-4 Search in Google Scholar

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 XuY. ZhangL. JiaJ. 2012 Lessons from Catastrophic Dam Failures in August 1975 in Zhumadian, China 162 169 https://doi.org/10.1061/40971(310)20 10.1061/40971(310)20 Search in Google Scholar