Conclusion
The long-term conditions for passage of water and ice during all the construction stages of the Zeya hydroelectirc plant, which were carried out in close contact with the design organizations (Lengidroproekt), made it possible to introduce into the project several changes for ensuring safe operation of the structure. The existing data on the actual hydraulic conditions for passage of floods during the first construction stages show good agreement between these conditions and the results of the laboratory investigations.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
Literature Cited
B. V. Vorob’ev, “Economics of flood prevention in hydropower construction in the Far East,” Gidrotekh. Stroitel’., No. 5 (1971).
V. S. Evgrashin, “Construction of the Zeya hydrodevelopment,” Gidrotekh. Stroitel’., No. 12 (1973).
A. G. Goryanskii and F. V. Shpakovskii, “Engineering-geologic conditions during the construction of the Zeya hydrodevelopment,” Gidrotekh. Stroitel’., No. 5 (1974).
M. I. Pinigin and V. V. Kon’ko, “First-stage cofferdams at the Zeya hydroelectric plant,” Gidrotekh. Stroitel’., No. 12 (1973).
A. G. Solov’ev, “Conjugate depths at the Krasnoyarsk hydraulic development,” Transactions of Coordinating Conferences on Hydraulic Engineering [in Russian], No. 9, Energiya, Moscow (1969).
G. A. Yuditskii, “Modeling of scour in rock channels downstream from spillways with buckets,” Transactions of Coordinating Conferences on Hydraulic Engineering [in Russian], No. 52, Energiya, Moscow (1969).
Additional information
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 6, pp. 5–8, June, 1976
Rights and permissions
About this article
Cite this article
Rubinshtein, G.L., Kind, Y.V. Hydraulic investigations of the outlet structures of the Zeya hydraulic development. Hydrotechnical Construction 10, 536–541 (1976). https://doi.org/10.1007/BF02399209
Issue Date:
DOI: https://doi.org/10.1007/BF02399209