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Determining the Elevations of Industrial Sites of Nuclear Power Plants Located in Floodplains

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Power Technology and Engineering Aims and scope

A method is proposed for determining the elevations of industrial sites of NPPs and other high-risk facilities located near water channels and water bodies, and is based on constructing a curve that associates water level with the probability of reaching these levels in a broad range of variation of probabilities. This makes it possible to enhance the reliability of determining the elevation of flooding for an assumed probability, ensure invariance to the standards of project design, and evaluate the effectiveness of the magnitude of the required reserve. A description of the method of constructing such a curve is presented using the example of the Rooppur NPP under project on the Ganges River (Republic of Bangladesh). The calculations employ both the method of extrapolation of field data and numerical hydrodynamic modeling of a combination of several hydrometeorological phenomena of rare repeatability, in order to determine the maximum levels of high waters, including taking into account possible climate changes. An evaluation of the risks of flooding of the industrial site was conducted, and an optimum elevation from the point of view of risk minimization was obtained.

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References

  1. NPP STO-SRO-G 60542954 00005–2015. Rosatom Recommendations. Organizational Standard. Nuclear Power Facilities. Accounting for Hazardous Natural Processes and Phenomena in the Selection of Platform Siting [in Russian] (2015).

  2. A. I. Aleksyuk and V. V. Belikov, “Simulation of shallow water flows with shoaling areas and bottom discontinuities,” Comput. Math. Math. Phys., 57(2), 318 – 339 (2017). DOI: 10.1134_S0965542517020026.

  3. A. I. Aleksyuk, V. V. Belikov, N. M. Borisova, and T. A. Fedorova, “Numerical modeling of non-uniform sediment transport in river channels,” Water Res., 45(Suppl. 1), S11 – S17 (2018). DOI: 10.1134_S0097807818050275.

  4. A. I. Aleksyuk and V. V. Belikov, Software Package STREAM 2D CUDA for Calculation of Flows, Bottom Deformations, and Transfer of Contaminants in Open Flows, with the use of Compute Unified Device Architecture Technologies (on NVIDIA Graphic Processors): Certificate of State Filing of Computer Programs No. 2017660266 dated 9_20_2017 [in Russian] (2017).

  5. SP 38.13330.2012. Loads and Actions on Hydraulic Structures (from Waves, Ice, and Vessels): Rev. ed. SNiP 2.06.04–82 [in Russian], Izd. VNIIG im. B. E. Vedeneeva, St. Petersburg (2012).

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Correspondence to V. V. Belikov.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, March 2019, pp. 14 – 24.

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Belikov, V.V., Aleksyuk, A.I., Borisova, N.M. et al. Determining the Elevations of Industrial Sites of Nuclear Power Plants Located in Floodplains. Power Technol Eng 53, 267–277 (2019). https://doi.org/10.1007/s10749-019-01070-4

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  • DOI: https://doi.org/10.1007/s10749-019-01070-4

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