Conclusions
The stationary system of elongated triangles considerably reduces the time and labor expenditures for observations of the horizontal displacements of the arch dam. A high accuracy of the measurements is provided in this case.
Displacements of the dam toward the lower pool reached 15 mm and depend mainly on the water level in the reservoir.
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Literature cited
V. D. Bol'shakov, O. I. Gorbenko, O. D. Klimov, et al., High-Precision Geodetic Measurements for Construction and Assembly of the Large Serpukhov Accelerator [in Russian], Nedra, Moscow (1968).
N. N. Lebedev, Networks of Elongated Triangles with Measured Altitudes [in Russian], Nedra, Moscow (1968).
A. A. Karlson, “Characteristics of the use of a traverse for determining the horizontal displacements of the Inguri arch dam,” Geod. Aerophotogr., No. 2 (1974).
A. N. Baranov (ed.), Geodesy in Tunnel Construction [in Russian], Part II, Geodezizdat, Moscow (1953).
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 43–47, July, 1982.
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Bugaev, A.I., Kokot, D.M. Observations of horizontal displacements of the dam of the Sayano-Shushenskoe hydroelectric station by the elongated triangle method. Hydrotechnical Construction 16, 412–419 (1982). https://doi.org/10.1007/BF01425398
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DOI: https://doi.org/10.1007/BF01425398