Skip to main content

Advertisement

Log in

Study of Wave Action in the Port Water Areas Protected By Single Piers and Breakwaters

  • Published:
Power Technology and Engineering Aims and scope

An assessment of the wave conditions in the protected water areas of ports is required when developing a port layout, and especially, when selecting a planned location of the protective structures. The author provides theoretical suggestions as to the calculation of the wave parameters in the protected water area, as well as recommendations concerning the regulatory documents. The results of experimental studies are presented.

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

References

  1. Yu. M. Krylov, S. S. Strekalov, and V. F. Tseplukhin, Wind Waves and their Effect on Structures [in Russian], Gidrometeoizdat, Leningrad (1976).

    Google Scholar 

  2. D. D. Lappo, S. S. Strekalov, and V. N. Zavyalov, Loads and Impacts of Wind Waves on Hydraulic Structures [in Russian], VNIIG, Leningrad (1990).

    Google Scholar 

  3. G. P. Kuz’min, The Theory of Partially Coherent Wind-Driven Waves and Its Engineering Application. Doctoral Thesis [in Russian], MGSU (2005).

    Google Scholar 

  4. I. G. Kantarzhi and K. P. Mordvintsev, “Numerical and physical modeling of the seaport hydraulic engineering structures at the MGSU,” Nauka Bezopasn., No. 2(15) (2015).

  5. SP 38.13330.2012. Loads and Impacts on Hydraulic Structures (from waves, ice and ships) [in Russian], Minregion Rossii, Moscow (2012).

  6. S. I. Pilyaev and F. V. Morozov, “Study of wave action using spatial models of ports and offshore harbors,” in: Collection of Works “Water Management, Ports and Port Facilities” [in Russian], MGSU (2002).

  7. S. I. Pilyaev, “Aspects of laboratory wave study procedures in port water areas enclosed by protective structures,” Gidrotekh. Stroit., No. 11 (2019).

  8. S. M. Antsyferov, S. I. Pilyaev, and S. I. Rogachko, “A washout model-based method for studying the dynamic regime in the vicinity of marine hydraulic structures,” Power Technol. Eng., 36(6) (2002).

  9. I. G. Kantarzhi, K. P. Mordvintsev, and A. G. Gogin, “Numerical study of port water area protection,” Gidrotekh. Stroit., No. 5 (2019).

  10. I. G. Kantarzhi and A. S. Anshakov, “Effect of the protective structure layout on the port wave conditions,” Gidrotekh. Stroit., No. 9 (2018).

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. I. Pilyaev.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 12, December, 2020, pp. 22 – 25.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pilyaev, S.I. Study of Wave Action in the Port Water Areas Protected By Single Piers and Breakwaters. Power Technol Eng 55, 58–61 (2021). https://doi.org/10.1007/s10749-021-01319-x

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10749-021-01319-x

Keywords

Navigation