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Experience gained in the operation of the hydraulic structures of the Kremenchug hydroelectric station

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. K. Senkevich, “Precast reinforced-concrete structures at the construction of the Kremenchug and Dnieprodzerzhinsk hydroelectric stations,” No. 7 (1959).

  2. I. G. Popov and V. L. Shchukin, “Repair of the drain pipes of a dam under conditions of an effective head,” No. 6 (1968).

  3. E. A. Lubochkov, “Concrete revetments without contractions and settlement joints,” No. 11 (1965).

  4. V. M. Lipkind and V. K. Senkevich, “Experimental construction of revetments of the upstream slopes of earth structure,” No. 3 (1959).

  5. A. L. Filakhatov, Z. L. Seryi, A. V. Fadeev, and B. L. Senderovich, “Experimental continuous revetment of the slopes of the earth structures at the Kremenchug hydroelectric station,” No. 6 (1961).

  6. I. N. Kuzemin, “Kremenchug hydroelectric station on the Dniepr River,” No. 11 (1960).

  7. I. N. Kuzemin, “Experience in the assembly and operation of the main equipment of the Kremenchug hydroelectric station,” No. 12 (1960).

  8. I. N. Kuzemin, “Rationalization at the Kremenchug hydroelectric station,” No. 11 (1962).

  9. D. A. Kuznetsov, “Use of the water resources of the Dniepr Rever,” No. 11 (1962).

  10. E. A. Baksheev, T. P. Dotsenko, and G. D. Kadomskii, “The Dniepr sequence of hydroelectric stations,” No. 5 (1967).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 20–23, July, 1970.

All articles appeared in “Gidrotekhnicheskoe Stroitel'stvo.”

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Popov, I.G. Experience gained in the operation of the hydraulic structures of the Kremenchug hydroelectric station. Hydrotechnical Construction 4, 616–620 (1970). https://doi.org/10.1007/BF02395940

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  • DOI: https://doi.org/10.1007/BF02395940

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