Conclusions
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1.
The creation of a temporary village from ready-made house trailers and the buildings of the auxiliary enterprises from factory-made units is sensible in a little-inhabited permafrost region.
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2.
The use of a shelter over the powerhouse permitted concreting practically the year-round under rigorous climatic conditions.
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3.
Preparation of the foundations for embankments located on peat bogs and permafrost during the winter is the most rational for the given conditions.
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Literature Cited
G. F. Biyanov, “Construction of dams in the Cana dian North,” Gidrotekh, Stroitel'., No. 1 (1970).
L. I. Kudoyarov, M. P. Pavchich, V. G. Radchenko, V. A. Turchina, and G. S. Shadrin, Earth Dams in Far North and Permafrost Regions [in Russian], VNIIG, Leningrad (1973).
Kettle Generating Station, Gillam, Manitoba, GTGB, TCOLD, 10th Congress, Montreal (1970).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 50–54, May, 1975.
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Troitskii, A.A., Moiseev, I.S. Construction of the kettle rapids hydro development. Hydrotechnical Construction 9, 482–487 (1975). https://doi.org/10.1007/BF02379728
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DOI: https://doi.org/10.1007/BF02379728