This article presents the results of the numerical modeling of the passage of a spring flood through the central section of the city pool of the Moscow River with temporary blocking of the Vodootvodny channel. A mathematical model of the watercourse was developed, and the results of the real conditions for the passage of high waters, including the hydraulic flushing of the Moscow riverbed, were analyzed.
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Translated from Gidrotekhnicheskoe Stroitel’svo, No. 8, August 2022, pp. 30 – 35. DOI: https://doi.org/10.34831/EP.2022.15.15.004
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Kolesnikov, Y., Belikov, V.V. Assessment of the Hydraulic Regime of the City Pool of the Moscow River during the High-Runoff Period during the Temporary Shutdown of the Vodootvodny Channel. Power Technol Eng 56, 680–685 (2023). https://doi.org/10.1007/s10749-023-01573-1
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DOI: https://doi.org/10.1007/s10749-023-01573-1