Hybrid Modeling of Changes in the Gelendzhik Bay Coastline due to the Construction of a Marina
https://doi.org/10.59887/2073-6673.2025.18(2)-4
EDN: GNHCOB
Abstract
The article examines the impact of the construction of a marina on the lithodynamic processes in Gelendzhik Bay, a closed water area with a complex sediment balance. Historically, the bay was a closed system, but active hydraulic engineering (artificial beaches, port facilities) disrupted the natural morphodynamics. An integrated approach combining numerical (SWAN, Wave Watch III models) and physical modeling on a scale of 1:100 has been applied to assess the effects of anthropogenic impact.
Physical modeling has shown that the port facilities form local erosion zones./sediment accumulation. The results of experimental studies qualitatively confirm the conclusions of numerical modeling. Despite the local changes, the port does not significantly affect the overall sediment transport. The study highlights the need for an integrated approach to modeling lithodynamic processes.
About the Author
A. S. AnshakovRussian Federation
Aleksandr S. Anshakov, Associate Professor of the Department of “Hydraulics and Hydrotechnical Engineering”, CandSc (Tech)
26 Yaroslavskoe shosse, Moscow, 129337
Scopus AuthorID: 57202806387
References
1. Zhai T, Wang J, Fang Y, Qin Y, Huang L, Chen Y. Assessing ecological risks caused by human activities in rapid urbanization coastal areas: Towards an integrated approach to determining key areas of terrestrial-oceanic ecosystems preservation and restoration. Science of The Total Environment. 2020;708:135153. doi:10.1016/j.scitotenv.2019.135153
2. van Rijn LC. Coastal erosion and control. Ocean & Coastal Management. 2011;54:867–887. doi:10.1016/j.ocecoaman.2011.05.004
3. Sarma KGS. Siltation and coastal erosion at shoreline harbours. Procedia Engineering. 2015;116:12–19. doi:10.1016/j.proeng.2015.08.259
4. Wang J, You ZJ, Liang B. Laboratory investigation of coastal beach erosion processes under storm waves of slowly varying height. Marine Geology. 2020;430:106321. doi:10.1016/j.margeo.2020.106321
5. Leont’yev IO. Changes in the shoreline caused by coastal structures. Okeanologiya. 2007;47(6):877–883. (In Russian).
6. Leont’yev IO. Changes in shoreline contour due to cross-shore structure in the sea coastal zone. Geomorphology. 2018;3:32–39. doi:10.7868/S0435428118030033 (In Russian).
7. Esin NV, Kos’yan RD, Peshkov VM. On the causes of degradation of sandy beaches of the Black Sea coast of Russia. Proceedings of the International Conference “Creation and use of artificial land plots on the shores and water areas of water bodies”. Institute of Water and Environmental Problems SB RAS, 2009. (In Russian).
8. Esin NV. Transport and dispersion of pollutants in bays (on the example of Gelendzhik Bay). In: Podymov IS, Kosyan RD, Pykhov NV, editors. Dynamic Processes of the Coastal Zone of the Sea. Moscow: Scientific World; 2003. p. 294–203. (In Russian).
9. Kos’yan RD, Divinsky BV, Pushkarev OV. Measurements of parameters of wave processes in the open sea near Gelendzhik. The Eighth Workshop of NATO TU-Waves/Black Sea; 1998 Apr 17–18; METU, Ankara, Turkey.
10. Divinskiy BV, Kos’yan RD, Podymov IS, Pushkarev OV. Extreme waves in the North-East part of the Black Sea in Feb 2003. Oceanology. 2004;43(6):2–15. (In Russian).
11. Holthuijsen L. Waves in oceanic and coastal waters. Cambridge: Cambridge University Press; 2007. 236 p. doi:10.1017/CBO9780511618536
12. SWAN team. SWAN cycle III version 41.10AB. Scientific and technical documentation. Delft: Delft University of Technology; 2017.
13. Tolman H. User manual and system documentation of WAVEWATCH III™ version 3.14. NOAA/NWS/NCEP/ MMAB; 2009. 194 p.
14. Kalnay E, Kanamitsu M, Kistler R, et al. The NCEP/NCAR40-year reanalysis project. Bulletin of the American Meteorological Society. 1996;77(3):437–471. doi:10.1175/1520–0477(1996)077<0437: TNYRP>2.0.CO;2
15. Saha S, et al. The NCEP climate forecast system reanalysis. Bulletin of the American Meteorological Society. 2010;91(8): 1015–1057. doi:10.1175/2010BAMS3001.1
16. Saha S, et al. The NCEP Climate Forecast System Version 2. Journal of Climate. 2014;27:2185–2208. doi:10.1175/JCLI-D‑12–00823.1
17. Anshakov AS. Modeling of hydrodynamic and lithodynamic coastal processes in the harbour area. Fundamentaland Applied Hydrophysics. 2022;15(4):101–108. doi:10.48612/fpg/xhaz‑46hz-kk62
18. Anshakov A, Kantarzhi I. The influence of the layout of protective structures on the wave regime of the port’s water area. Gidrotehicheskoe Stroitel’stvo. 2018;9:30–37. (In Russian).
19. Leont’yev IO. Coastal dynamics: waves, currents, sediment flows. Moscow: GEOS; 2001. (In Russian).
Review
For citations:
Anshakov A.S. Hybrid Modeling of Changes in the Gelendzhik Bay Coastline due to the Construction of a Marina. Fundamental and Applied Hydrophysics. 2025;18(2):58-67. https://doi.org/10.59887/2073-6673.2025.18(2)-4. EDN: GNHCOB