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Technology of Geodetic Monitoring of Hydropower Structures During Compensation Grouting

  • HYDROTECHNICAL CONSTRUCTION
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Power Technology and Engineering Aims and scope

A technology for geodetic monitoring of the displacements of hydropower structures during compensation grouting has been developed. Recommendations are provided for optimal composition, configuration, and functional structure of automated geodetic monitoring systems based on robotized tachymeters. The process of handling and analyzing data is shown using the example of the system of monitoring the uplift of structures of the experimental ground of Zagorsk GAÉS-2. Separate attention is given to visualization of monitoring results.

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References

  1. A. V. Aleksandrov, E. N. Bellendir, S. Ya. Lashchenov, and P. Sh. Alzhanov, “Elimination of the aftereffects of the settling of the station site building of Zagorsk GAÉS-2 and restoration operations,” Gidrotekh. Stroit., No. 7, 2 – 10 (2016).

  2. V. I. Kaftan and A. V. Ustinov, “Application of global navigational satellite systems for monitoring strains of hydropower structures,” Gidrotekh. Stroit., No. 12, 11 – 19 (2012).

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  5. A. V. Ustinov and V. I. Kaftan, “The technology of monitoring displacements of hydropower structures in the process of compensation grouting,” in: Water Power Engineering. Hydraulic Engineering. New Developments and Technologies. Theses of Reports. 2017 [in Russian], pp. 251 – 252 (2017).

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Authors and Affiliations

  1. JSC “Institut Gidroproekt”, Moscow, Russia

    A. V. Ustinov

  2. SGUGIT, Moscow, Russia

    A. V. Ustinov

  3. GTs Russian Academy of Sciences, Moscow, Russia

    V. I. Kaftan

  4. ATI RUDN, Moscow, Russia

    V. I. Kaftan

Authors
  1. A. V. Ustinov
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  2. V. I. Kaftan
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Correspondence to A. V. Ustinov.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 1, January 2019, pp. 2 – 7.

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Ustinov, A.V., Kaftan, V.I. Technology of Geodetic Monitoring of Hydropower Structures During Compensation Grouting. Power Technol Eng 53, 129–134 (2019). https://doi.org/10.1007/s10749-019-01049-1

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  • DOI: https://doi.org/10.1007/s10749-019-01049-1

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