Information on an evaluation of the condition of the Gotsatli hydroelectric station earth dam during filling of the reservoir and the results of field observations and numerical modeling are given. The characteristics of the seepage regime of the dam and stress-strain state of the asphalt concrete diaphragm are revealed on the basis of the data otained.
Similar content being viewed by others
References
N. A. Aliev, V. S. Red’kin, A. A. Neikovskii, and V. G. Radchenko, “Fill dam of the Irganai HPP with asphalt concrete diaphragm on a compressible and permeable base,” Izv. VNIIG im. B. E. Vedeneeva, 238, 62 – 72 (2000).
O. G. Margolina, K. M. Vorob’ev, A. V. Radzinskii, and A. R. Bogomolov, “Changes in the seepage regime in bank abutments of the Irganai HPP earth dam,” Gidrotekh. Stroit., No. 6, 2 – 11 (2014).
Yu. P. Lyapichev, Design and Construction of Modern High Dams: Textbook. 2 nd Edition [in Russian], RUDN, Moscow (2009), 343 pp.
A. L. Gol’din and L. N. Rasskazov, Design of Earth Dams [in Russian], Énergoatomizdat, Moscow (1987).
O. G. Margolina and A. P. Kulikov, “Monitoring of the technical condition and safety of the Irganai HPP during construction and first reservoir filling,” Izv. VNIIG im. B. E. Vedeneeva, 249, 61 – 68 (2007).
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, March 2017, pp. 54 – 61.
Rights and permissions
About this article
Cite this article
Denisov, G.V., Davydkin, O.Y. & Vorob’ev, K.M. Condition of the Gotsatli Hydroelectric Power Plant Dam During Filling of the Reservoir According to Field Observations and Numerical Modeling. Power Technol Eng 51, 267–273 (2017). https://doi.org/10.1007/s10749-017-0823-y
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10749-017-0823-y