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Numerical Analysis of the Protection of a Harbor Against Waves

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Power Technology and Engineering Aims and scope

A method for evaluating the protection of a harbor against wind waves by numerical simulation is demonstrated for the Port of Ust-Luga as an example. For this purpose, the DHI MIKE 21 SW and BW models are used. Ageneral algorithm and a universal research plan are presented. The calculated wave characteristics are compared with their allowable values obtained from Russian regulations. Conclusions on the reliability of the numerical method used and the relevance of the data in the regulations are drawn.

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References

  1. Rules and Regulations SP 38.13330.2012. Loads and Impacts on Hydraulic-Engineering Structures (from Waves, Ice, and Ships) [in Russian], actualized edition of SNiP 2.06.04–82*, Min. Reg. Razvit. RF, Moscow (2012).

  2. R 31.3.07–01. Guidelines for Calculation of Loads and Impacts Exerted by Waves, Ships, and Ice on Off-shore Structures [in Russian], Revised SNiP 2.06.04–82*, Moscow (2001).

  3. I. G. Kantarzhi and A. S. Anshakov, “Influence of the layout of protective structures on the wave conditions in a harbor,” Gidrotekh. Stroit., No. 9, 30 – 37 (2018).

  4. I. G. Kantarzhi and K. I. Kuznetsov, “Field measurement of waves to determine loads on marine hydraulic structures,” Inzh.- Stroit. Zh., No. 4, 49 – 62 (2014).

  5. MIKE Powered by DHI, https://www.mikepoweredbydhi.com

  6. DHI Water and Environment. MIKE 21, Spectral Wave Module (2007), http://manuals.mikepoweredbydhi.help/2017/Coast_ and_Sea/M21SW_Scientific_Doc.pdf.

  7. DHI Water and Environment. MIKE 21, Boussinesq Wave Module (2017), http://manuals.mikepoweredbydhi.help/2017/Coast_and_Sea/MIKE21BW_Sci_Doc.pdf

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Correspondence to I. G. Kantarzhi.

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Translated from Gidrotekhnicheskoe Stroitel’svo, No. 5, May 2019, pp. 45 – 52.

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Kantarzhi, I.G., Mordvintsev, K.P. & Gogin, A.G. Numerical Analysis of the Protection of a Harbor Against Waves. Power Technol Eng 53, 410–416 (2019). https://doi.org/10.1007/s10749-019-01092-y

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  • DOI: https://doi.org/10.1007/s10749-019-01092-y

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