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Power effect of joint operation by hydroelectric power stations at asynchronous river discharge

  • Papers
  • On the 100th Anniversary of V. I. Lenin’s Birth
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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The inconsistent runoff in river basins of the Northwest USSR is the principal factor of secular and annual asynchronism of the discharge fluctuations.

  2. 2.

    Joint operation of HES under the conditions of asynchronous discharge results in a more efficient utilization of water power for the system.

  3. 3.

    Considering the discharge asynchronism at a given planned level of power system development, it is expedient to raise by 10% the projected established HES capacities; and by 20% with the compensation regulation exercised.

  4. 4.

    The total power effect of accounting for discharge asynchronism, in the presence of compensation regulation, is a 700 MW increase in the amount of replaced HES/TES capacities.

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Literature Cited

  1. I. A. Shimel’mits. “Hydroelectric power and water management premises for consolidation of Central Siberian hydroelectric stations.” Proceedings of the 3rd All-Union Hydrological Conference, VI (1959).

  2. A. Sh. Reznikovskii. “The effect of HES consolidation on the increase of their guaranteed capacity under Central Asian conditions.” Problemy gidroenergetiki i regulirovaniya rechnogo stoka. AN SSSR (1960).

  3. N. V. Somov, Asynchronism and cyclicity of discharge fluctuations for the large rivers of the USSR. Proceedings of the Central Institute of Weather Forecast (TsIP), [in Russian] 111 (1963).

  4. L. A. Grinevich. “The effect of river discharge asynchronism on power indexes of the hydroelectric stations.” Ispol’zovanie i okhrana vodnykh resursov Belorussii. I (1966).

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Authors
  1. M. G. Murashko
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  2. L. A. Grinevich
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Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 11, pp. 5–8, 1969.

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Murashko, M.G., Grinevich, L.A. Power effect of joint operation by hydroelectric power stations at asynchronous river discharge. Hydrotechnical Construction 3, 997–1001 (1969). https://doi.org/10.1007/BF02396752

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  • DOI: https://doi.org/10.1007/BF02396752

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