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Optimization of the structure of energy complexes on the basis of renewable energy sources

  • Information-Analytical Support of Reliable Operation of Power Facilities
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Hydrotechnical Construction Aims and scope

Conclusions

The use of an EC on the basis of RESs makes it possible to reduce considerably the effect of such a negative property of such plants as the variability and uncertainty of the energy resource supply. Here the diversity of the nature of formation of energy resources plays an important role compensating the nonuniformity of each of them.

Formalization of the design procedure is quite important for its automation, and the use of artificial intelligence methods permits broadening the sphere of using CAD elements.

The method of modeling an EC with RESs developed by the authors has broad application to problems of optimizing the structure of power-generating facilities and to a description of the EC and all of the power plants composing it.

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References

  1. D. B. Vol'fberg et al., “World power engineering,” Énergokhozyaistvo za Rubezom, No. 2 (1989).

  2. M. G. Tyagunov, N. A. Sobolenko, Ch. Ch. Boichev, and O. G. Lushnikov, “Method of constructing a network model of a control system,” Élektron. Modelirovanie,13, No. 3 (1991).

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  3. M. G. Tyagunov, Ch. Ch. Boichev, O. G. Lushnikov, and N. A. Sobolenko, “Synthesis of a continuous process control system (for the example of a hydroelectric station),” Izv. Vyssh. Uchebn. Zaved., Énergetika, No. 3 (1990).

  4. N. A. Sobolenko, M. G. Tyagunov, K. T. D. Hoang, and A. N. Shkurin, “Present knowledge of automated diagnostic systems for power plant equipment and their technical specifications”, Izv. Akad. Nauk, Énergetika, No. 4 (1993).

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Authors
  1. O. G. Lushnikov
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  2. N. A. Sobolenko
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  3. M. G. Tyagunov
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 10–15, May, 1996.

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Lushnikov, O.G., Sobolenko, N.A. & Tyagunov, M.G. Optimization of the structure of energy complexes on the basis of renewable energy sources. Hydrotechnical Construction 30, 243–249 (1996). https://doi.org/10.1007/BF02443096

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  • DOI: https://doi.org/10.1007/BF02443096

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