Transformation of wave field by permeable vertical wall
DOI:
https://doi.org/10.32347/2411-4049.2024.4.106-121Keywords:
gravitational wave, permeable breakwater, experimental research, high wave sensors, reflection and transmission waves, spectral levelsAbstract
Laboratory experimental studies were conducted to study the interaction of gravity waves with models of permeable vertical walls, which are formed by piles of circular cross-section. Experiments were conducted in a wave channel, where waves of different height, period and wavelength were generated. Visual studies using video and photo equipment and instrumental studies using piezoresistive wave height sensors and wave pressure fluctuation sensors were performed. The use of a group of sensors made it possible to determine the spatio-temporal characteristics of the wave field and the features of the transformation of waves during their interaction with continuous and permeable vertical walls. Statistical methods of processing and analyzing experimental data made it possible to obtain integral and spectral characteristics of wave motion both in front of the vertical wall and behind it. It was established that the heights of waves in front of the permeable vertical wall and the heights of reflected waves increase with a decrease in wall permeability and wavelength and an increase in the frequency of the wave field. It was determined that the power spectral densities of wave pressure fluctuations have the highest values immediately in front of the frontal part of the vertical wall, and these levels decrease as the permeability of the wall increases. A particularly significant increase in the levels of pressure fluctuations was observed in the high-frequency region, which is due to the action of high-frequency small-scale pressure sources, which are small-scale components of the wave motion generated during the interaction of the incoming wave with the vertical wall. The results of research showed that a permeable vertical wall with piles of a circular cross section is a sufficiently effective protective structure that significantly reduces the penetration of storm waves into the protected water area, especially in conditions of low permeability, this design also allows improving environmental conditions and significantly saving material resources during construction coastal protection structure.
References
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, 107895-1-9. https://doi.org/10.1016/j.oceaneng.2020.107895
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. Hydro-environment Research, 35(3), 1-12. https://doi.org/10.1016/j.jher.2021.01.003
Selezov, I. T., Kryvonos, Yu. G., & Gandzha, I. S. (Eds.) (2018). Wave propagation and diffraction. Mathematical methods and applications. Springer. https://doi.org/10.1007/978-981-10-4923-1
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 Eng., 298, 117251. https://doi.org/10.1016/j.oceaneng.2024.117251
Sundar, V., Sannasiraj, S. A., Sriram, V., & Nowbuth, M. D. (Eds.) (2021). Proceedings of the Fifth International Conference in Ocean Engineering (ICOE2019), Lecture Notes in Civil Engineering 106. Springer Nature Singapore Pte Ltd. https://doi.org/10.1007/978-981-15-8506-7
Herbich, J. B. (1989). Wave transmission through a double-row Pile breakwater. Proc. 21st Int. Conf. on Coastal Eng., ASCE, Chapter 165, Torremolinos, Spain.
Nurzaman, L., Juwono, P. T., Dermawan, V., & Wijatmiko, I. (2024). Wave transmission coefficient of inclined pile breakwater based on a physical model. J. Law and Sustainable Develop., 12(2), e02911. https://doi.org/10.55908/sdgs.v12i2.2911
Cox, R. J., Horton, P. R., & Bettington, S. H. (1998). Double walled low reflection wave barriers. Proc. International conference on Coastal Engineering, Copenhagen, June 22-26, 2221-2234.
Hall, K., & Thomson, G. (2001). Prediction of wave transmission through single and multiple wave screens. Proceedings of International Conference on Breakwaters, coastal structures and coastlines, ICE, Thomas Telford Publishers, London, 421-432.
Koraim, A. S. (2005). Suggested model for the protection of shores and marina. Ph.D. thesis in Civil Eng., Zagazig University, Zagazig, Egypt.
Mani, J. S. (2009). Experimental and numerical investigations on zigzag porous screen breakwater. J. Natural Hazards, Springer Netherlands, 49(2), 401-409.
Ahmed, Н. (2011). Wave Interaction with Vertical Slotted Walls as a Permeable Breakwater. PhD Thesis.
Alturfi, U. A. S. M., & Shukur, A.-H. K. (2024). Investigation of energy dissipation for different breakwater based on computational fluid. CFD Letters, 16(1), 22-24. https://doi.org/10.37934/cfdl.16.1.2242
Sun, H., Bai, J., Ding, W., Zhao, X., & Fan. Y. (2024). Numerical simulation on hydrodynamic performance of perforated caisson breakwater with slotted shoreward wall. Ocean Eng., 299, 117294. https://doi.org/10.1016/j.oceaneng.2024.117294
Isaacson, M., Premasiri, S., & Yang, G. (1998). Wave interactions with vertical slotted barrier. J. Waterway, Port, Coastal, Ocean Eng., 124, 118-126. https://doi.org/10.1061/(ASCE)0733-950X(1998)124:3(118)
Poguluri, S. K., & Cho, I. H. (2021). Wave dissipation over a horizontal slotted plate with a leeside vertical seawall: analytical and numerical approaches. Coastal Eng., 63(1), 52-67. https://doi.org/10.1080/21664250.2020.1850396
Grone, J., & Kohlhase, S. (1974). Wave transmission through vertical slotted walls. Proc., 14th Coast. Eng. Conf., ASCE, 3, 1906-1923.
Urashima, S., Ishizuka, K., & Kondo, H. (1986). Energy dissipation and wave force at slotted wall. Proc., 20th Coast. Eng. Conf., ASCE, 3, 2344-2352.
Kriebel, D. L. (1992). Vertical wave barriers: Wave transmission and wave forces. 23rd Int. Conf. on Coastal Eng., ASCE, 2, 1313-1326.
Muttray, M., & Oumeraci, H. (2002). Wave transformation at sloping perforated walls. In Solving Coastal Conundrums; Institution of Civil Engineers: London, UK, 247.
Mallayachari, V., & Sundar, V. (1994). Reflection characteristics of permeable seawalls. Coast. Eng., 23, 135-150. https://doi.org/10.1016/0378-3839(94)90019-1
Alkhalidi, M., Alanjari, N., & Neelamani, S. (2020). Wave Interaction with single and twin vertical and sloped slotted walls. J. Mar. Sci. Eng., 8, 589-1-23. https://doi.org/10.3390/jmse8080589
Jun, L., Gao, L., & Jianbo, L. (2012). Short-crested waves interaction with a concentric cylindrical structure with double-layered perforated walls. Оcean Еng., 40, 76-90. https://doi.org/10.1016/j.oceaneng.2011.12.011
Mohammadbagheri, J., Salimi, F., & Rahbani, M. (2019). Applying finite difference method to simulate the performance of a perforated breakwater under regular waves. J. Mar. Sci. Appl., 3, 314-324. https://doi.org/10.1007/s11804-019-00095-5
Venkateswarlu, V., & Karmakar, D. (2019). Numerical investigation on the wave dissipating performance due to multiple porous structures. ISH J. Hydraul. Eng., 3, 314-324. https://doi.org/10.1080/09715010.2019.1615393
Liu, P. L., & Abbaspour, M. (1982). Wave scattering by a rigid thin barrier. J. Waterw. Port, Coast. Ocean Div., 108(4), 479-491. https://doi.org/10.1061/JWPCDX.0000319
Lopez, I., Rosa-Santos, P., Moreira, C. & Taveira-Pinto, F. (2018). RANS-VOF modelling of the hydraulic performance of the LOWREB caisson. Coastal Eng., 140, 161-174. https://doi.org/10.1016/j.coastaleng.2018.07.006
Jalon, M. L., Lira-Loarca, A., Baquerizo, A., & Losada M. A. (2019). An analytical model for oblique wave interaction with a partially reflective harbor structure. Coastal Eng., 143, 38-49. https://doi.org/10.1016/j.coastaleng.2018.10.015
Qiao, W., Wang, K.-H., Duan, W., & Sun, Y. (2018). Analytical model of wave loads and motion responses for a floating breakwater system with attached dual porous side walls. J. Math. Prob. Eng., 14, 1-14. https://doi.org/10.1155/2018/1295986
Voskoboinick, V. A., Turick, V. N., Voskoboinyk, O. A., Voskoboinick, A. V., & Tereshchenko, I. A. (2019). Influence of the deep spherical dimple on the pressure field under the turbulent boundary layer. In: Hu, Z., Petoukhov, S., Dychka, I., & He, M. (eds) Advances in Computer Science for Engineering and Education. ICCSEEA 2018. Advances in Intelligent Systems and Computing, vol 754. Springer, Cham., 23-32. https://doi.org/10.1007/978-3-319-91008-6_3
Voskoboinick, V., Kornev, N., & Turnow, J. (2013). Study of near wall coherent flow structures on dimpled surfaces using unsteady pressure measurements. Flow Turbulence Combust., 90(4), 709-722. https://doi.org/10.1007/s10494-012-9433-9
Voskoboinick, V. A., Voskoboinick, A. A., Turick, V. N., & Voskoboinick, A. V. (2020). Space and time characteristics of the velocity and pressure fields of the fluid flow inside a hemispherical dimple generator of vortices. J. Eng. Physics and Thermophysics, 93(5), 1205-1220. https://doi.org/10.1007/s10891-020-02223-3
Vinogradnyi, G. P., Voskoboinick, V. A., Grinchenko, V. T., & Makarenkov, A. P. (1989). Spectral and correlation characteristics of the turbulent boundary layer on an extended flexible cylinder. J. Fluid Dyn., 24(5), 695-700. https://doi.org/10.1007/BF01051721
Voskoboinick, V. A., Voskoboinick, A. V., Areshkovych, O. O., & Voskoboinyk, O. A. (2016). Pressure fluctuations on the scour surface before prismatic pier. Proc. 8th International Conference on Scour and Erosion (ICSE 2016) 12-15 September 2016. Oxford, UK, 905-910. https://doi.org/10.1201/9781315375045-115
Voskoboinick, V., Onyshchenko, А., Voskoboinyk, O., Makarenkova, A., & Voskobiinyk, A. (2022). Junction flow about cylindrical group on rigid flat surface. Heliyon, e12595-1-12. http://dx.doi.org/10.1016/j.heliyon.2022.e12595
Voskoboinick, V. A., Gorban, I. M., Voskoboinick, A. A., Tereshchenko, L. N., & Voskoboinick, A. V. (2021). Junction flow around cylinder group on flat plate. In V. A. Sadovnichiy, M. Z. Zgurovsky (Eds.), Contemporary Approaches and Methods in Fundamental Mathematics and Mechanics. Understanding Complex Systems. Springer, 35-50. https://doi.org/10.1007/978-3-030-50302-4_3
Voskobijnyk, A. V., Voskoboinick, V. A., Voskoboinyk, O. A., Tereshchenko, L. M., & Khizha, I. A. (2016). Feature of the vortex and the jet flows around and inside the three-row pile group. Proc. 8th International Conference on Scour and Erosion (ICSE 2016) 12-15 September 2016. Oxford, UK, 897-903. https://doi.org/10.1201/9781315375045-114
Voskoboinick, A., Voskoboinick, V., Turick, V., Voskoboinyk, O., Cherny, D., & Tereshchenko, L. (2021). Interaction of group of bridge piers on scour. In Z. Hu, S. Petoukhov, I. Dychka, M. He (Eds.), Advances in Computer Science for Engineering and Education III. ICCSEEA 2020. Advances in Intelligent Systems and Computing, Vol. 1247. Springer, 3-17. https://doi.org/10.1007/978-3-030-55506-1_1
George, A., & Cho, I. H. (2020). Hydrodynamic performance of a vertical slotted breakwater. Intern. J. Naval Architect. and Ocean Eng., 12, 468-478. https://doi.org/10.1016/j.ijnaoe.2019.12.001
Pan, X., Wu, D., Liang, B., & Wu, G. (2024). A sectional method to estimate the transmission coefficients of a new type pile-supported permeable breakwater. Phys. Fluids, 36, 032127. https://doi.org/10.1063/5.0200111
Sathyanarayana, A. H., Suvarna, P. S., Umesh P., & Shirlal, K. G. (2024). Investigation on innovative pile head breakwater for coastal protection. Proc IMechE Part M: J Eng. for the Maritime Environ., 238(1), 37-56. https://doi.org/10.1177/14750902231155677
Reddy, M. S., & Neelamani, S. (1992). Wave transmission and reflection characteristics of a partially immersed rigid vertical barrier. Ocean Eng., 19(3), 313-325. https://doi.org/10.1016/0029-8018(92)90032-Y
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