Conclusions
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1.
An effective power sequence, connected to a 330-kV power system, was created in a short time (6–8 years).
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2.
New designs of earth dams were developed and adopted, which made it possible to carry out construction uniformly year-round under northern conditions.
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3.
Gidrospetsproekt and the State All-Union Trust for Stabilization of Foundations and Structures (Gidrospetsstroi) of the Ministry of Power and Electrification of the USSR mastered the technique of creating a grout curtain under harsh climatic conditions in soils having a permeability coefficient up to 800 m/day.
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4.
Conditions were, created for the further development of the hydropower resources on the Kola Peninsula.
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Literature Cited
A. F. Vasil'ev, “Basic conclusions from 40 years experience of use moraine soils in hydraulic engineering on the Kola Peninsula and in Karelia”, Gidrotekh. Stroit., No. 8. (1969).
G. A. Khukhlaev “Construction of the earth dam at the Serebryanka hydroelectric plant in the polar region”, Gidrotekh. Stroit., No. 8 (1969).
A. F. Vasil'ev and P. A. Bukin, “Winter construction of the dam at the Serebryanka-1 hydroelectric plant”, Gidrotekh. Stroit., No. 1 (1975).
M. A. Gavrilets, “Hydroelectric stations on the Voronya River”, Tr. Lengidroproekt, Collect. 8, Anniversary Issuue (1968).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 7–9, October, 1977.
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Vasil'ev, A.F. Sequence of hydroelectric stations on the Voronya River. Hydrotechnical Construction 11, 979–983 (1977). https://doi.org/10.1007/BF02378706
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DOI: https://doi.org/10.1007/BF02378706