Abstract
The paper considers the configuration of protected port structures and the port gate position as required to ensure the port water area protection from wind waves as well as to provide sufficient water exchange. The object of research is the projected Gelendzhik yacht port located in the Gelendzhik Bay on the north-eastern coast of the Black Sea. Two configurations of protected port structures are compared herein. The wave propagation and water exchange we studied using numerical and physical modeling. The first configuration features the port gates open southeastward. This results in wind waves penetrating the port water area and being capable of forming wave beats which are dangerous for the mooring yachts. The second configuration, a more enclosed one, features the port gates open northeastward. In this case, there is a problem associated with the peculiarities of the wind-wave mode of the area, i.e., the existence of unusually strong offshore winds or “bora”. The paper proposes using SWAN to predict the waves generated by the “bora”. It allows estimating the waves from above. The closeness of the second configuration ensures the protection of the port water area even in “bora” conditions. The port area water exchange differs slightly in the two cases and seems satisfactory. The paper recommends the second configuration based on the results of the presented research.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Sutherland J, Barfuss SL (2011) Composite modelling: combining physical and numerical models. In: Proceedings of the 34th IAHR World Congress, Brisbane, Australia
Kantarzhi I, Anshakov A, Gogin A (2021) Composite modelling of wind waves in designing of port hydraulic structures. In: Proceedings of the thirty-first international ocean and polar engineering conference, vol 3, pp 2254–2261
Hadla G, Anshakov A, Kantarzhi I (2020) Composite modelling in port engineering. In: Proceedings of FORM-2020, IOP conference series: materials science and engineering, vol 7, pp 1–9
Kantarzhi I, Zheleznyak M, Sorokin M, Polyakov A (2015) Resonance characteristics of the waters of seaports. Mag Civil Eng 5:3–19
Kantarzhi I, Zheleznyak M, Kivva S, Kolomiets P, Demchenko R, Sorokin M (2015) Numerical study of coastal processes in Gelendjik Bay, effect of the proposed port. In: Proceedings of the international geographical union regional conference geography, culture and society for our future earth, IGU2015 – 0515, 1333
Van Mierlo (2014) Numerical modelling of wave penetration in ports. MSc Thesis. Delft, pp 119
Kantardgi IG, Zheleznyak MJ (2016) Laboratory and numerical study of waves in the port area. Magazine Civil Eng 6:49–59
Kantarzhi I, Zheleznyak M, Sorokin M (2017) Verification of model waves in the port area with laboratory measurements. In: Proceedings of MEDCOAST 17, vol 2, pp 979–990
Kantarzhi IG, Mordvintsev KP, Gogin AG (2019) Numerical analysis of the protection of a harbor against waves. Power Technol Eng 53(4):410–417
Kantarzhi I, Maderich V, Terletskaya E, Brovchenko I, Prokhoda-Shumskikh L (2013) Water quality protection: Grand-Marina, Sochi. In: The proceedings of the global congress on ICM: lessons learned to addressed new challenges, EMECS 10—MEDCOAST 2013, vol 1, pp 989–1001
Kantarzhi I, Maderich V, Sharova V (2015) Water exchange aspects for new seaport in Gelendjik Bay (Black Sea). In: 12th international conference on the mediterranean coastal environment, MEDCOAST, vol 2, pp 657–667
Kantarzhi IG, Krukovets AE (2021) The modeling of an emergency fuel spill in a port. power technology and engineering 55(3):331–339
Booij N, Ris RC, Holthuijsen LH (1999) A third-generation wave model for coastal regions 1. Model description and validation. J Geophys Res 104(C4):7649–7666
Kantarzhi I, Kuznescov K (2014) Field measurements of waves to define the loads on the sea hydraulic structures. Magazine Civil Eng 4:49–62
Akpinar A, Bingölbali B (2016) Comparison of the calibrated SWAN models’ performances forcing with different winds in the black sea. In: Proceedings of ICSD international conference on sustainable development
Ilic S, van der Westhuysen AJ, Roelvink JA, Chadwick AJ (2007) Multidirectional wave transformation around detached breakwaters. Coast Eng 54:775–789
O’Donnell AIJ (2018) An assessment of two models of wave propagation in an estuary protected by breakwaters. J Mar Sci Eng 6:145
Mao M, van der Westhuysen AJ, Xia M, Schwab DJ, Chawla A (2016) Modeling wind waves from deep to shallow waters in Lake Michigan using unstructured SWAN. J Geophys Res Oceans 121:3836–3865
Cooper AH, Mulligan RP (2016) Application of a spectral wave model to assess breakwater configurations at a small craft harbour on Lake Ontario. J Mar Sci Eng 4:46
Aelbrecht D (1997) A finite element model for predicting wave agitation in coastal areas and harbours including dissipation. Trans Built Environ 27:343–352
Berkhoff JC (1972) Computation of combined refraction-diffraction. In: The Proceedings of 13th coastal engineering conf vol 1, pp 471–490
Berkhoff JC (1976) Mathematical models for simple harmonic linear water waves, wave diffraction and refraction. Delft Hydraulic laboratory. Publ. N 163
Hervouet JM (1999) TELEMAC, a hydroinformatic system. La Houille Blanche 3–4:21–28
Zhang Y-L, Baptista AM (2008) SELFE: a semi-implicit Eulerian-Lagrangian finite-element model for cross-scale ocean circulation. Ocean Model 21(3–4):71–96
Roland A, Zhang YJ, Wang HV, Meng Y, Teng Y-C, Maderich V, Brovchenko I, Dutour-Sikiric M, Zanke U (2012) A fully coupled 3D wave-current interaction model on unstructured grids. J Geophys Res 117(C00J33):1–18
Bertin X, Oliveira A, Fortunato AB (2009) Simulating morphodynamics with unstructured grids: description and validation of a modeling system for coastal applications. Ocean Model 28(1–3):75–87
Burla M, Baptista AM, Zhang Y, Frolov S (2010) Seasonal and interannual variability of the Columbia River plume: a perspective enabled by multiyear simulation databases. J Geophys Res 115(C00B16)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Kantarzhi, I., Gogin, A., Tran, L.G. (2024). Selecting Optimal Marina Configuration with Regard to Mooring Safety and Port Area Water Exchange. In: Nguyen-Xuan, T., Nguyen-Viet, T., Bui-Tien, T., Nguyen-Quang, T., De Roeck, G. (eds) Proceedings of the 4th International Conference on Sustainability in Civil Engineering. ICSCE 2022. Lecture Notes in Civil Engineering, vol 344. Springer, Singapore. https://doi.org/10.1007/978-981-99-2345-8_24
Download citation
DOI: https://doi.org/10.1007/978-981-99-2345-8_24
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-99-2344-1
Online ISBN: 978-981-99-2345-8
eBook Packages: EngineeringEngineering (R0)