Establishing patterns of change in the coefficients of reflection, transmission, and dissipation of wave energy depending on parameters of a permeable vertical wall
DOI:
https://doi.org/10.15587/1729-4061.2024.309969Keywords:
gravity wave, permeable vertical wall, breakwater, reflection, wave transmission, wave energy dissipationAbstract
The object of research is permeable vertical walls (breakwaters) with different degrees of permeability.
This paper reports the results of experimental research into the interaction of gravity waves with models of permeable vertical walls (breakwaters), which were formed from cylindrical piles of circular cross-section.
With the help of visual and instrumental studies, the features of interaction of surface gravity waves with permeable vertical walls of different permeability have been identified. The degree of wave transformation by these walls was also determined in the form of reflection, transmission, and dissipation coefficients of wave energy.
It was established that with a decrease in the permeability of the vertical wall and an increase in the steepness of the initial wave and a decrease in its period, the height of the reflected wave increased. The pattern of the transmitted wave height had the opposite trend.
It was determined that the wave reflection coefficient increased with a decrease in the permeability of the vertical wall and the steepness of the initial wave. The wave transmission coefficient had the opposite trend, namely, it increased with increasing wall permeability and with decreasing steepness of the initial wave. The gravity wave energy dissipation coefficient decreased with increasing vertical wall permeability, but for waves with a significant steepness hi/λ>0.038, a decrease in the wave energy dissipation coefficient was observed for walls with low permeability and the appearance of extreme values of this coefficient.
Thus, features in the interaction of surface gravity waves with permeable vertical walls (breakwaters) of different permeability have been researched and the degree of wave transformation by these walls has been determined, which could make it possible to effectively design and operate permeable vertical walls as coastal protection structures
References
- Ahmed, H. (2011). Wave interaction with vertical slotted walls as a permeable breakwater. Bergische University of Wuppertal.
- Isaacson, M., Premasiri, S., Yang, G. (1998). Wave Interactions with Vertical Slotted Barrier. Journal of Waterway, Port, Coastal, and Ocean Engineering, 124 (3), 118–126. https://doi.org/10.1061/(asce)0733-950x(1998)124:3(118)
- Poguluri, S. K., Cho, I. H. (2020). Wave dissipation over a horizontal slotted plate with a leeside vertical seawall: analytical and numerical approaches. Coastal Engineering Journal, 63 (1), 52–67. https://doi.org/10.1080/21664250.2020.1850396
- Simpson, R. L. (2001). Junction Flows. Annual Review of Fluid Mechanics, 33 (1), 415–443. https://doi.org/10.1146/annurev.fluid.33.1.415
- Voskobijnyk, A., Voskoboinick, V., Voskoboinyk, O., Tereshchenko, L., Khizha, I. (2016). Feature of the vortex and the jet flows around and inside the three-row pile group. Scour and Erosion. https://doi.org/10.1201/9781315375045-114
- Voskoboinick, V., Onyshchenko, A., Voskoboinyk, O., Makarenkova, A., Voskobiinyk, A. (2022). Junction flow inside and around three-row cylindrical group on rigid flat surface. Heliyon, 8 (12), e12595. https://doi.org/10.1016/j.heliyon.2022.e12595
- Han, M. M., Wang, C. M. (2022). Potential flow theory-based analytical and numerical modelling of porous and perforated breakwaters: A review. Ocean Engineering, 249, 110897. https://doi.org/10.1016/j.oceaneng.2022.110897
- Hayashi, T., Hattori, M., Kano, T., Shirai, M. (1966). Hydraulic Research on the Closely Spaced Pile Breakwater. Coastal Engineering in Japan, 9 (1), 107–117. https://doi.org/10.1080/05785634.1966.11924676
- Reddy, M. S., Neelamani, S. (1992). Wave transmission and reflection characteristics of a partially immersed rigid vertical barrier. Ocean Engineering, 19 (3), 313–325. https://doi.org/10.1016/0029-8018(92)90032-y
- Suh, K. D., Park, W. S. (1995). Wave reflection from perforated-wall caisson breakwaters. Coastal Engineering, 26 (3-4), 177–193. https://doi.org/10.1016/0378-3839(95)00027-5
- Uday A. Alturfi, Abdul-Hassan K. Shukur (2023). Investigation of Energy Dissipation for Different Breakwater Based on Computational Fluid Dynamic Model. CFD Letters, 16 (1), 22–42. https://doi.org/10.37934/cfdl.16.1.2242
- Zhang, C., Wang, L., Xu, M. (2023). Study on the Damping Effect and Mechanism of Vertical Slotted Screens Based on the BM-MPS Method. Journal of Marine Science and Engineering, 11 (7), 1270. https://doi.org/10.3390/jmse11071270
- Prasad, N. M., Kaligatla, R. B., Tabssum, S. (2021). Wave interaction with an array of porous walls in a two-layer ocean of varying bottom topography. Meccanica, 56 (5), 1087–1108. https://doi.org/10.1007/s11012-021-01327-1
- Poguluri, S. K., Cho, I. H. (2020). Analytical and numerical study of wave interaction with a vertical slotted barrier. Ships and Offshore Structures, 16 (9), 1012–1024. https://doi.org/10.1080/17445302.2020.1790299
- George, A., Cho, I. H. (2020). Hydrodynamic performance of a vertical slotted breakwater. International Journal of Naval Architecture and Ocean Engineering, 12, 468–478. https://doi.org/10.1016/j.ijnaoe.2019.12.001
- Alkhalidi, M., Alanjari, N., Neelamani, S. (2020). Wave Interaction with Single and Twin Vertical and Sloped Slotted Walls. Journal of Marine Science and Engineering, 8 (8), 589. https://doi.org/10.3390/jmse8080589
- Choopanizade, M. J., Bakhtiari, M., Rostami, M. (2020). Wave transmission through the perforated half-depth block-made wall breakwater: An experimental study. Ocean Engineering, 215, 107895. https://doi.org/10.1016/j.oceaneng.2020.107895
- Voskoboinick, V. A., Gorban, I. M., Voskoboinick, A. A., Tereshchenko, L. N., Voskoboinick, A. V. (2020). Junction Flow Around Cylinder Group on Flat Platee. Contemporary Approaches and Methods in Fundamental Mathematics and Mechanics, 35–50. https://doi.org/10.1007/978-3-030-50302-4_3
- Voskoboinick, V., Khomitsky, V., Voskoboinyk, O., Tereshchenko, L., Voskoboinick, A. (2021). Wave loads on protective dam of the Marine channel of the Danube-Black sea. Journal of Hydro-Environment Research, 35, 1–12. https://doi.org/10.1016/j.jher.2021.01.003
- Krishnendu, P., Ramakrishnan, B. (2021). An Experimental Study on Interaction of Regular Waves with Steep Inclined Perforated Plates. Experimental Techniques, 46 (1), 17–26. https://doi.org/10.1007/s40799-021-00463-3
- Sathyanarayana, A. H., Suvarna, P. S., Banagani, V. K. Y., Umesh, P., Shirlal, K. G. (2024). Investigating the wave attenuation capabilities of rectangular pile head breakwater: A physical modelling approach. Ocean Engineering, 298, 117251. https://doi.org/10.1016/j.oceaneng.2024.117251
- Sathyanarayana, A. H., Suvarna, P. S., Umesh, P., Shirlal, K. G. (2023). Investigation on innovative pile head breakwater for coastal protection. Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment, 238 (1), 37–56. https://doi.org/10.1177/14750902231155677
- Xu, C., Huang, Z. (2023). A laboratory study of wave-induced local scour at an emergent pile breakwater. Ocean Engineering, 270, 113618. https://doi.org/10.1016/j.oceaneng.2023.113618
- Zhao, S., Ji, C., Sun, Z., Yu, H., Zhang, Z. (2022). Effects of the gap on the local scour around two tandem piles in shallow flows. Ocean Engineering, 246, 110575. https://doi.org/10.1016/j.oceaneng.2022.110575
- Voskoboinick, A., Voskoboinick, V., Turick, V., Voskoboinyk, O., Cherny, D., Tereshchenko, L. (2020). Interaction of Group of Bridge Piers on Scour. Advances in Computer Science for Engineering and Education III, 3–17. https://doi.org/10.1007/978-3-030-55506-1_1
- Voskoboinick, V., Kornev, N., Turnow, J. (2012). Study of Near Wall Coherent Flow Structures on Dimpled Surfaces Using Unsteady Pressure Measurements. Flow, Turbulence and Combustion, 90 (4), 709–722. https://doi.org/10.1007/s10494-012-9433-9
- Voskoboinik, V. A., Voskoboinik, A. A., Turik, V. N., Voskoboinik, A. V. (2020). Space and Time Characteristics of the Velocity and Pressure Fields of the Fluid Flow Inside a Hemispherical Dimple Generator of Vortices. Journal of Engineering Physics and Thermophysics, 93 (5), 1205–1220. https://doi.org/10.1007/s10891-020-02223-3
- Neelamani, S., Al-Anjari, N. (2021). Experimental investigations on wave induced dynamic pressures over slotted vertical barriers in random wave fields. Ocean Engineering, 220, 108482. https://doi.org/10.1016/j.oceaneng.2020.108482
- Onyshchenko, A., Ostroverkh, B., Potapenko, L., Kovalchuk, V., Tokin, O., Harkusha, M. et al. (2022). Devising a procedure to calculate and analyze parameters for passing the flood and breakthrough wave taking into consideration the topographical and hydraulic riverbed irregularities. Eastern-European Journal of Enterprise Technologies, 1 (10 (115)), 6–16. https://doi.org/10.15587/1729-4061.2022.252710
- Onyshchenko, A., Ostroverkh, В., Potapenko, L., Kovalchuk, V., Zdolnyk, O., Pentsak, A. (2024). Devising a procedure for integrated modeling of riverbed shape in the area of bridge crossing in order to avoid dangerous washing erosion. Eastern-European Journal of Enterprise Technologies, 1 (1 (127)), 23–32. https://doi.org/10.15587/1729-4061.2024.298675
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Copyright (c) 2024 Artur Onyshchenko, Vitalii Kovalchuk, Volodymyr Voskoboinick, Andrii Voskobiinyk, Sergii Aksonov, Denys Trudenko, Serhii Hrevtsov
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