Conclusion
The most difficult and constructionally complex reinforced-concrete elements of the internal passages of the units at the Kanevsk hydroelectric plant, which required an especially careful finishing of the frontal surfaces, were constructed by applying a highly rational method and with a minimum labor consumption, For further improvement of the adopted method of constructing hydraulic structures, it is necessary to determine more carefully the optimal weight of the truss units in order to reduce the cost of the crane time required for their installation, especially in vertical structures.
Similar content being viewed by others
Literature Cited
G. A. Svinarev, Horizontal Bulb-Type Turbines [in Russian], Naukova Dumka, Kiev (1969).
A. M. Chistyakov, Investigation of the Turbine Blocks of Hydroelectric Plants [in Russian], Énergiya, Moscow (1972).
E. E. Freigofer, Effectiveness of the Use of Precast Reinforced Concrete in Hydropower Construction [in Russian], Énergiya, Moscow (1971).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 11–13, June, 1973.
Rights and permissions
About this article
Cite this article
Gontar, A.V. Construction characteristics of the internal passages in the hydraulic units at the Kanevsk hydroelectric plant. Hydrotechnical Construction 7, 528–531 (1973). https://doi.org/10.1007/BF02376390
Issue Date:
DOI: https://doi.org/10.1007/BF02376390