Conclusions
The concrete dam and rock foundation of the Zeya hydroelectric station after operating for 6 years, during which the reservoir was filled to the NPL and in some years somewhat exceeded it, is in a satisfactory state.
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2.
The behavior of the dam under the effect of the operating loads and climatic factors correspond to the design assumptions.
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3.
The indices of the state of the Zeya buttress dam give grounds to state that dams of the given type are prospective for use under conditions of a harsh climate.
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Literature cited
V. N. Vagner and V. I. Teleshev, “Buttress dam of the Zeya hydroelectric station,”Tr. Gidroproekta, No. 4 (1973).
V. A. Ulyashinskii, A. G. Bondarenko, and I. B. Sokolov, “Use of stress intensity as a indicator of the state of concrete dams,”Gidrotekh. Stroit., No. 1 (1992).
Additional information
Translated fromGidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 9–13, May, 1993.
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Sil'nitskii, V.I., Dudchenko, L.N., Ulyashinskii, V.A. et al. State of the foundation and dam of the Zeya hydroelectric station. Hydrotechnical Construction 27, 256–262 (1993). https://doi.org/10.1007/BF01545663
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DOI: https://doi.org/10.1007/BF01545663