Klikunova A.Y., Dyakonova T.A., Agafonnikova E.O., Makoveev I.S., Kornaukhova M.A., Radchenko V.P. Modeling of flooding of settlements during the spring flood
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https://doi.org/10.15688/mpcm.jvolsu.2021.3.6
Anna Y. Klikunova
Senior Lecturer, Department of Information Systems and Computer Simulation,
Volgograd State University
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https://orcid.org/0000-0002-4055-4601
Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Tatyana A. Dyakonova
Candidate of Technical Sciences, Associate Professor,
Department of Information Systems and Computer Simulation,
Volgograd State University
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https://orcid.org/0000-0002-0919-4206
Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Ekaterina O. Agafonnikova
Associate Professor, Department of Information Systems and Computer Simulation,
Volgograd State University
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https://orcid.org/0000-0002-2862-4531
Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Ilya S. Makoveev
Senior Lecturer, Department of Information Systems and Computer Simulation,
Volgograd State University
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Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Mariya A. Kornaukhova
Assistant, Department of Information Systems and Computer Simulation,
Volgograd State University
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Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Viktor P. Radchenko
Senior Lecturer, Department of Information Systems and Computer Simulation,
Volgograd State University
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https://orcid.org/0000-0002-3786-3884
Prosp. Universitetsky, 100, 400062 Volgograd, Russian Federation
Abstract. The problem of flooding of territories with flood waters for settlements of the Volgograd region is considered. A numerical model of flood water dynamics is constructed, taking into account the topography of the terrain. The simulation is based on two-dimensional shallow water equations. For computational experiments, a parallel implementation of the numerical scheme CSPH-TVD for NVIDIA graphics accelerators with CUDA technology is used. The digital model of the river-bed and floodplain relief is based on spatial data SRTM3 and SRTMGL, topographic maps of the area, longitudinal profiles of rivers. The water flow rates for the Buzuluk and Perevozinka rivers are determined and a hydrograph of the Volga hydroelectric power station is constructed for the given probabilities of exceeding the water level. Flood maps were obtained for the following localities: Novoannisky, Berezovka 1st, kh. Vyazovka. The maximum values of the depths for 1 %, 3 %, 5 %, 10 %, 25 % and 50 % of water security are presented. An analysis of the flood situation was carried out and appropriate engineering and protective measures for settlements were proposed. At maximum flood water levels, residential buildings of kh. Berezovka 1-I are not subject to flooding. In order to minimize the negative impact for the city of Novoanninsky, it is proposed to carry out timely clearing of the river-bed of the Perevozinka river from congestion. To protect from flooding ch. Vyazovka it is recommended to use diversion dyke.
Key words: numerical simulation, flood inundation, embankment dam, inundation mapping.
Modeling of flooding of settlements during the spring flood by Klikunova A.Y., Dyakonova T.A., Agafonnikova E.O., Makoveev I.S., Kornaukhova M.A., Radchenko V.P. is licensed under a Creative Commons Attribution 4.0 International License.
Citation in English: Mathematical Physics and Computer Simulation. Vol. 24 No. 3 2021, pp. 63-72
 v2021_3_Klikunova-63-72.pdfURL: https://mp.jvolsu.com/index.php/en/component/attachments/download/1007 | 422 Downloads |