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Evaluation of the reliability of the dividing abutment of the sayano-shushenskoe hydroelectric station during discharge of floodwaters

  • Science: Theory, Experiment, Practice
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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    Both deterministic and probabilistic approaches were used in calculation substantiation of the dividing abutment for static and dynamic loads [3, 4].

  2. 2.

    Since V[V], we consider that the reliability of the investigated structure with respect to the stress—strain state is acceptable with strengthening.

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References

  1. M. G. Aleksandrov, A. I. Efimenko, and Z. M. Teplyakova, “Certain problems of designing the dam of the Sayan hydroelectric station,” Tr. Gidroproekta, No. 34 (1973).

  2. A. M. Shavainshtein, “Methods of determining hydrodynamic loads on elements of the stilling basin during operation of the Sayano-Shushenskoe hydro development,” in: Hydraulics of High-Head Outlet Works. Proceedings of Hydraulic Engineering Conferences and Meetings [in Russian], Énergiya, Leningrad, No. 120 (1978).

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Authors
  1. A. V. L'vov
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 1–5, October 1995.

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L'vov, A.V. Evaluation of the reliability of the dividing abutment of the sayano-shushenskoe hydroelectric station during discharge of floodwaters. Hydrotechnical Construction 29, 555–561 (1995). https://doi.org/10.1007/BF02443043

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  • DOI: https://doi.org/10.1007/BF02443043

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