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Experience with operation of the V. I. Lenin Plyavin'sk plant under the capacity regulation regimen

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Hydrotechnical Construction Aims and scope

Conclusions

All the assemblies of the basic power equipment of peaking hydroelectric plants should be reliable and adequate to withstand a large number of regime variations of high frequency.

  1. 2.

    It is convenient to develop individual norms for duration and volume of the repairs of the equipment for the peaking hydroelectric plants by taking into account the operating characteristics of the different assemblies.

  2. 3.

    It is important to develop an optimal volume of construction of automatic devices ensuring an effective participation of the peaking hydroelectric plants in the control of the power regimen of the systems.

  3. 4.

    When constructing a peaking hydroelectric plant, the interests of the water users should be reconciled with those of the power industry.

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Literature Cited

  1. G. V. Rubinshtein and G. B. Sandomirskii, “Plyavin'sk hydroelectric plant on the Daugav River,” Gidrotekh. Stroitel'., No. 3 (1968).

  2. A. D. Taukach, “V. I. Lenin Plyavin'sk hydroelectric plant in the Latvian SSR and its operation,” Gidrotekh. Stroitel'., No. 2 (1970).

  3. K. K. Ketner and Yu. Ya. Mazur, “Operating conditions of the hydroelectric plants in the Daugav system,” Gidrotekh. Stroitel'., No. 3 (1968).

  4. L. A. Vladislavlev, Reliability of Hydraulic Turbines [in Russian], Énergiya, Moscow (1970).

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  5. K. F. Kostin, “Hydraulic generators for the Plyavin'sk hydroelectric plant,” Elektrotekhnika, No. 10 (1967).

  6. V. I. Grech and A. B. Yumatov, “The V. I. Lenin Plyavin'sk hydroelectric plant-winner of prize from the Council of Ministers of the USSR,” Gidrotekh. Stroitel'., No. 9 (1973).

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Authors
  1. Kh. É. Yaunzems
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 5–7, September, 1973.

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Yaunzems, K.É. Experience with operation of the V. I. Lenin Plyavin'sk plant under the capacity regulation regimen. Hydrotechnical Construction 7, 821–824 (1973). https://doi.org/10.1007/BF02377159

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  • DOI: https://doi.org/10.1007/BF02377159

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