Conclusions
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1.
In connection with the substantial diversity of the factors influencing the heat consumption, the heat expenditures for concreting during the winter cannot be taken at the level of expenditures on previously constructed hydroelectric projects.
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2.
The proposed empirical formula for taking into account additional heat losses when heating the air in tents made of prefabricated shields with a heat-transfer coefficient within the experimental values permits determining, with an accuracy sufficient for practical purposes, the heat-loss standard with consideration of the effect of wind speed in a given region.
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Literature Cited
S. N. Moiseev, Concreting Operations at the Construction of the Irkutsk Hydroelectric Power Project [in Russian], Orgénergostroi, Kuibyshev (1957).
B. V. Mikhailov and N. F. Sazonov, Experience in Winter Concreting at the Construction of the V. I. Lenin Volga Hydroelectric Power Station [in Russian], Orgénergostroi, Kuibyshev (1958).
Gosstroi USSR, Construction Specifications and Regulations, Heating, Ventilating, and Air Conditioning: Design Standards, SNiP II-G.7-62 [in Russian], Gosstroiizdat (1964).
Instruction on the Design of Heating and Ventilation of Production and Auxiliary Buildings of Industrial Enterprises, SN 7-57 [in Russian] (1958).
N. A. Tsetsulin, “Determination of the heat requirement when placing concrete in the winter” Énergeticheskoe stroitel'stvo, No. 5 (1965).
Ya. N. Lukomskii, Correlation Theory and Its Application to Production Analysis [in Russian], Gosstroiizdat (1958).
F. Mills, Statistical Methods [Russian translation], Gosstroiizdat (1958).
V. I. Sizov, Construction Works under Winter Conditions [in Russian], Gosstroiizdat (1961).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 27–28, October, 1967.
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Osipov, S.V. Calculation of the power of heating units for heated tents for concrete works with consideration of additional heat losses. Hydrotechnical Construction 1, 895–898 (1967). https://doi.org/10.1007/BF02380158
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DOI: https://doi.org/10.1007/BF02380158