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Mechanical equipment of the Tikhovsk hydro development on the Kuban River

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    In connection with the fact that at present very great attention is being given to ecology and, in particular, to the reproduction and protection of fish, two fish locks are provided for at the Tikhovsk hydro development.

    In comparison with the navigation locks and overflow dam, the fish locks have the most complex and diverse mechanical equipment. Of the total mass of 2560 tons of mechanical equipment of the fish locks accounts for 1130 tons.

  2. 2.

    The fish locks in addition to their main function — forceful transport of fish from the lower to the upper pool — can serve as a natural laboratory for developing ways of attracting various fish species. li]3.|When designing the mechanical equipment of the fish locks, the experience of operating such structures was used.

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Literature cited

  1. V. A. Peisakhovich, “Clamping device for gaters,” USSR Author's Certificate No. 1234340, Otkr. Izobret., No. 20 (1986).

  2. A. F. Levashova, V. A. Peisakhovich, and A. M. Startsev, “Method of attracting fish to a fish lock,” Inventor's Certificate No. 1281631, Otkr. Izobret., No. 1, (1987).

  3. V. A. Peisakhovich and G. I. Evstignaeev, “Device for supplying current to a hoisting and transporting mechanisms,” Inventor's Certificate No. 1055667, Otkr. Izobret., No. 43 (1983).

  4. A. Sh. Barekyan, V. S. Karelin, E. N. Konopiev, and A. I. Lupandin, “Gate for low-head hydro developments,” Inventor's Certificate No. 516782, Otkr. Izobret., No. 21 (1976).

  5. G. F. Pisanko and V. A. Peisakhovich, “Double gate,” Inventor's Certificate No. 106633, Otkr. Izobret., No. 2 (1984).

  6. V. A. Peisakhovich, A. F. Levashova, and G. I. Evstigneev, “Double gate,” Inventor's Certificate No. 1271930, Otkr. Izobret., No. 43 (1986).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 12–14, October, 1989.

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Levashova, A.F. Mechanical equipment of the Tikhovsk hydro development on the Kuban River. Hydrotechnical Construction 23, 569–572 (1989). https://doi.org/10.1007/BF01427973

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  • DOI: https://doi.org/10.1007/BF01427973

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