Conclusion
Experience with the construction of the dam with the metal diaphragm, which serves the Serebryanka No. 2 hydroelectric power station, has shown that for regions of the Extreme North, these dams are considerably more economical than dams with earth antiseepage elements, and the procedure employed for their installation is quite simple.
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Literature Cited
V. S. Éristov and L. N. Rasskazov, “Design and investigation of earth and rockfill dams,” Gidrotekh. Stroitel., No. 3 (1974).
G. A. Khukhlaev, “Construction of an earth dam at the Serebryanka hydroelectric plant in the polar region” Gidrotekh. Stroitel., No. 8, (1969).
P. A. Bukin, Constructing Dams for Northern Hydraulic Facilities by Placing Moraine Soil in Water [in Russian], Orgénergostroi, Moscow (1967).
A. F. Vasil'ev, M. A. Gavrilets, and N. V. Tolokno, “The system of Serebryanka hydroelectric plants on the Voronya River,” Gidrotekh. Stroitel., No. 10, (1973).
V. S. Kuznetsov and A. I. Liberman, “Investigation, of the moraine soil in the core of the Serebryanka Dam,” Gidrotekh. Stroitel., No. 10, (1973).
S. N. Moiseev, Earth-rock and Rock-faced Dams [in Russian], Énergiya, Moscow (1970).
Additional information
Translated from Gidrotekhnicheskoe Stroite'stvo, No. 12, pp. 6–11, December, 1975.
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Ivanov, V.G., Kuznetsov, V.S. & Fomichev, V.F. Constructing an earth dam with a metal diaphragm in Zapolyar. Hydrotechnical Construction 9, 1134–1140 (1975). https://doi.org/10.1007/BF02380101
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DOI: https://doi.org/10.1007/BF02380101