Physical and Mathematical Modeling of Permeable Breakwaters

Tereshchenko, Lidiia; Khomicky, Vitalii V.; Abramova, Ludmyla; Kudybyn, I. B.; Nikitin, Ivan A.; Tereshchenko, I. A.

doi:10.1007/978-3-319-91008-6_1

Cited by 2 publications

(1 citation statement)

References 8 publications

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“…Використання проникних берегозахисних споруд поліпшує екологію прибережної зони та дозволяє зменшити витрати на будівництво. На відміну від суцільних непроникних споруд такі конструкції дозволяють зменшити застійні області, де на водній поверхні збирається сміття, поліпшують умови нересту і переміщення морських тварин [1][2][3][4][5].…”

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Physical and Mathematical Modeling of the Wave Quenching Chamber With the Upper Part in the Form of a Permeable Waterfront

Tereshchen

Khomicky

Ткаченко

et al. 2021

JNAM

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This paper presents the results of mathematical and physical modeling of the interaction of waves with the wave chamber on cylindrical supports and the upper part in the form of a permeable waterfront. On the basis of the diffraction model the mathematical modeling of refraction and transformation of waves near the structure is carried out. In the presence of a structure, the transformation of waves is co-accompanied by the phenomena of wave destruction at the edges of the structure and the partial reflection of residual waves from the walls of the protective front. Reflection phenomena cause changes in wave heights along the front of the structure. The results of experimental data are given, which showed that the structure with such a construction is resistant to waves, large soil erosion was not observed.

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Section: вступunclassified

Physical and Mathematical Modeling of the Wave Quenching Chamber With the Upper Part in the Form of a Permeable Waterfront

Tereshchen

Khomicky

Ткаченко

et al. 2021

JNAM

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Defense of beach by active coast-protecting structures

Khomicky¹,

Voskoboinick²,

Kharchenko³

et al. 2019

Environmental Safety and Natural Resources

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The results of physical modeling of recreational beach protection by active protection methods are presented. The experiments were carried out in the wave pool on models of intermittent breakwaters with T-shaped and V-shaped traverses and dike dam systems. The use of active shore protection methods makes it possible to preserve natural and artificial beaches with the formation of a stable coastline. The geometrical parameters and hydrodynamic characteristics of the shore protection structures are established and recommendations for their operation are developed. Based on the research results, the dike dam system has been put into practice to protect the coastal strip of the "Urzuf" recreation complex on the shore of the Sea of Azov.

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Physical and Mathematical Modeling of Permeable Breakwaters

Cited by 2 publications

References 8 publications

Physical and Mathematical Modeling of the Wave Quenching Chamber With the Upper Part in the Form of a Permeable Waterfront

Physical and Mathematical Modeling of the Wave Quenching Chamber With the Upper Part in the Form of a Permeable Waterfront

Defense of beach by active coast-protecting structures

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