Skip to main content
Log in

Protection of earth slopes against destruction from wind waves

  • Discussions
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The design, construction, and operation experience and the results of scientific investigations of slope revetments provide sufficient data for substantiating the values and characteristics of the wave action on revetments and soil foundations in slopes of hydraulic structures.

  2. 2.

    The main tasks in further scientific research and design should be the development of new, more economical types of revetments, the elaboration of techniques for constructing slope revetments, and the introduction of wide mechanization for this type of labor-consuming work.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Literature Cited

  1. Instructions for Design of Hydraulic Structures Subjected to Wave Action. SN 288-64 [in Russian], Gosstroiizdat, Moscow (1965).

  2. B. A. Pyshkin, Aspects of the Dynamics of Reservoir Banks [in Russian], Naukova Dumka, Kiev (1963).

    Google Scholar 

  3. I. Ya. Andreichuk, “The mechanism of destruction of slab linings in an experimental revetment portion at the Taburishchensk Cape,” Transactions of Coordinating Conferences on Hydraulic Engineering [in Russian], No. 12, Énergiya, Leningrad (1964).

    Google Scholar 

  4. V. Ya. Bogdanov, “The experimental installations of the Gidroproekt Institute for wave hydraulic investigations,” Trudy Gidroproekta, No. 23 (1972).

  5. I. Ya. Yaroslavtsev, “Analysis of slab revetments of slopes subjected to wave action,” Trudy Gidroproekta, No. 23 (1972).

  6. V. V. Krylov, “Determination of the wave pressure diagram on slopes for wave impingement,” Trudy Gidroproekta, No. 15 (1968).

  7. V. V. Krylov (Krilov), L. V. Selivanov, and P. S. Nikerov, “On design for wave pressure acting on sloping type structures,” Proceedings of the 10th Conference on Coastal Engineering, Vol. 2, pp. 953–957 (1967).

    Google Scholar 

  8. V. G. Samarin and V. F. Tsiplykhin, “Effect of aeration on formation of surges in the dynamic action of waves on hydraulic structures,” Trudy soyuzmorniiproekta, No. 34 (1973).

  9. V. V. Krylov, “Analysis of soil foundations of hydraulic structures under dynamic action,” Trudy Gidroproekta, No. 28 (1972).

  10. I. A. Yaroslavtsev, “Discussion of construction specifications, behavior of slabs in slope revetments under wave action,” Gidrotekh. Stroitel'., No. 6 (1973).

  11. I. A. Yaroslavtsev and V. V. Krylov, “Development of a theory of wave action on slope revetments of earth hydraulic structures,” in: Scientific Investigations in Hydraulic Engineering during 1970 [in Russian], Énergiya, Moscow-Leningrad (1971).

    Google Scholar 

  12. V. V. Krylov and I. A. Yaroslavtsev, “Protection of slopes of earth structures against wave action,” in: Abstracts of Proceedings of the 2nd Scientific-Technical Conference of the Gidroproekt Institute [in Russian], Part 82 (1972).

  13. V. Ya. Bogdanov and V. F. Petrov, “Mechanization of the placement and compaction of concrete mixes in slope construction,” Trudy Gidroproekta, No. 24 (1972).

  14. Technical Conditions for Determining Wave Action on Marine and River Structures, SN 92-60 [in Russian], Gosstroiizdat, Moscow (1960).

  15. I. Ya. Popov and V. M. Ryabykh, “Wave pressure on slopes of earth hydraulic structures,” Izvestiya VNIIG,97 (1971).

Download references

Authors

Additional information

From the Editors. One of the most important directions of hydraulic construction in our country is the search for reliable, economical, and technically expedient solutions for protecting the slopes of earth dams, dikes, and reservoir banks against destruction from wind waves. The cost of the protective work is commensurable with the cost of the earth structures themselves and amounts to a significant part of the cost of the constructed reservoirs. If account is taken of the volumes of protective work during the coming 15 years in connection with the planned large-scale construction of power, water-management, and hydraulic projects and the carrying out of measures for protection of the natural resources, then the significance of this problem becomes evident. Although in recent years some experience has been acquired with construction of protective structures in the Soviet Union, the problems of reducing the costs, volumes, labor, and materials-consumption and of introducing mechanization into the construction of these structures are being solved at an extremely insufficient pace. In this connection, important problems are to be solved by the design, scientific-research, and construction organizations working in the field of hydraulic construction. In publishing this article by V. Ya. Boddanov et al., which deals with the basic aspects of the problem of protecting structures and reservoir banks against wind waves, the Editors wish to request the specialists to express their ideas on the pages of this journal.

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 39–42, July, 1975.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Bogdanov, V.Y., Krylov, V.V., Yaroslavtsev, I.A. et al. Protection of earth slopes against destruction from wind waves. Hydrotechnical Construction 9, 669–674 (1975). https://doi.org/10.1007/BF02379832

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02379832

Keywords

Navigation