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Penstocks of the Sayano-Shushenskoe hydroelectric station

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  • At Construction Projects of the Five-Year Plan
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. S. A. Frid and D. P. Levenikh, “Stressed state of penstocks operating jointly with a concrete dam,” Tr. Gidroproekt, No. 34 (1973).

  2. D. P. Levenikh, “Calculation of steel and reinforced-concrete penstocks by the method of limit states,” Tr. Gidroproekt, No. 40 (1974).

  3. SniP II-I 1-62. Hydraulic Structures, River. Basic Design Principles [in Russian], Stroiizdat, Moscow (1962).

  4. A. V. Belov, “Calculation of reinforced-concrete penstocks and scroll cases for high-head hydroelectric stations. Scientific—technical information,” Byull. Leningr. Polytekh. Inst., No. 10 (1960).

  5. S. P. Timoshenko and J. M. Lessells, Applied Theory of Elasticity [Russian translation], Gostekhizdat, Moscow (1931).

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  6. SNiP II-50-74, Hydraulic Structures, River. Basic Design Principles [in Russian], Stroiizdat, Moscow (1974).

  7. D. P. Levenikh, “Stressed state of steel and reinforced-concrete penstocks in the presence of radial cracks in the concrete,” Tr. Gidroproekt, No. 40 (1974).

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Authors
  1. D. P. Levenikh
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  2. M. G. Aleksandrov
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  3. T. A. Kuzina
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 6–8, May, 1978.

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Levenikh, D.P., Aleksandrov, M.G. & Kuzina, T.A. Penstocks of the Sayano-Shushenskoe hydroelectric station. Hydrotechnical Construction 12, 442–446 (1978). https://doi.org/10.1007/BF02304135

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  • DOI: https://doi.org/10.1007/BF02304135

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