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Limnological Review
Volume 21
Issue 1
10.2478/limre-2021-0003
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Limnological Review is published by MDPI from Volume 22 Issue 1 (2022). Previous articles were published by another publisher in Open Access under a CC-BY (or CC-BY-NC-ND) licence, and they are hosted by MDPI on mdpi.com as a courtesy and upon agreement with Sciendo.
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Article

Deformations of Upper Soil Slopes of Retaining Structures and Shores with Violated Reinforced Concrete Fastening in Riverbed Reservoirs in Belarus

by
Viktor Levkevich
1,
Aleksandr Buzuk
2,
Ivan Kirvel
3 and
Sergey Parfomuk
4,*
1
Belarusian National Technical University, Nezavisimosti 65, 220013 Minsk, Belarus
2
University of Civil Protection of the Ministry for Emergency Situations of the Republic of Belarus, Mashinostroiteley 25, 220118 Minsk, Belarus
3
Department of Environmental Analysis, Pomeranian University in Słupsk, Partyzantów 27, 76-200 Slupsk, Poland
4
Brest State Technical University, Moskovskaya 267, 224017 Brest, Belarus
*
Author to whom correspondence should be addressed.
Limnol. Rev. 2021, 21(1), 29-41; https://doi.org/10.2478/limre-2021-0003
Published: 3 July 2021

Abstract

The conditions of wind waves influence on the ground upper soil slopes of retaining structures and natural shores that are fixed in the form of reinforced concrete fastening with deformations are considered. The results of modeling the regime of intra-water currents and field surveys of artificial water bodies are shown. A criterion for assessing the stability of ground slopes and coastal slopes with reinforced concrete fastening with a broken structure is proposed and the conditions for its applicability are determined. Measures for engineering protection of the reservoir shores are proposed via using a criterion for the stability of fixed slopes ∏к. It is assumed that at ∏к ≥ 1 the slope profile with fastening plates deformed during operation acquires the contour of the dynamic equilibrium profile adopted for the calculated type of soil as a result of the destruction of the slope by waves.
Keywords: reservoir; shore protection structure; modeling; stability criterion reservoir; shore protection structure; modeling; stability criterion

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MDPI and ACS Style

Levkevich, V.; Buzuk, A.; Kirvel, I.; Parfomuk, S. Deformations of Upper Soil Slopes of Retaining Structures and Shores with Violated Reinforced Concrete Fastening in Riverbed Reservoirs in Belarus. Limnol. Rev. 2021, 21, 29-41. https://doi.org/10.2478/limre-2021-0003

AMA Style

Levkevich V, Buzuk A, Kirvel I, Parfomuk S. Deformations of Upper Soil Slopes of Retaining Structures and Shores with Violated Reinforced Concrete Fastening in Riverbed Reservoirs in Belarus. Limnological Review. 2021; 21(1):29-41. https://doi.org/10.2478/limre-2021-0003

Chicago/Turabian Style

Levkevich, Viktor, Aleksandr Buzuk, Ivan Kirvel, and Sergey Parfomuk. 2021. "Deformations of Upper Soil Slopes of Retaining Structures and Shores with Violated Reinforced Concrete Fastening in Riverbed Reservoirs in Belarus" Limnological Review 21, no. 1: 29-41. https://doi.org/10.2478/limre-2021-0003

APA Style

Levkevich, V., Buzuk, A., Kirvel, I., & Parfomuk, S. (2021). Deformations of Upper Soil Slopes of Retaining Structures and Shores with Violated Reinforced Concrete Fastening in Riverbed Reservoirs in Belarus. Limnological Review, 21(1), 29-41. https://doi.org/10.2478/limre-2021-0003

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