Experimental Study on Wave Attenuation Performance of Recycled Materials As Floating Breakwater
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Abstract
Wave modeling has become increasingly important in coastal engineering, particularly for understanding sea wave behavior and assessing the performance of protective structures. Researchers often employ flume wave makers, which allow precise replication of wave characteristics to study wave dynamics in controlled conditions. Floating breakwaters present a cost-effective alternative to conventional fixed structures, especially in areas with relatively mild wave climates, and are frequently used to protect harbors, marinas, and shorelines from erosion. In this study, the performance of three floating breakwater designs was evaluated, with each constructed from recycled plastic bottles to assess the feasibility of incorporating post-consumer materials in coastal infrastructure. The prototypes varied in submersion levels which 0% submerged, 50% submerged and 70% submerged. These models were tested under different wave conditions in amplitude and frequency, to determine their effectiveness in reducing wave height and transmission. The objective was to identify the configuration that offered the greatest wave attenuation under conditions representative of real coastal environments, thereby providing insight into the optimal design for practical application in sustainable coastal engineering.
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References
J. Dai, C. M. Wang, T. Utsunomiya and W. Duan, “Review of Recent Research and Developments on Floating Breakwaters,” Ocean Eng., vol. 158, pp. 132–151, 2018.
C. Zhang and A. R. Magee, “Effectiveness of Floating Breakwater in Special Configurations for Protecting Nearshore Infrastructures,” J. Marine Sci. and Eng., vol. 9, no. 7, pp. 785, 2021.
R. Cox and D. Beach, “Floating Breakwater Performance-Wave Transmission and Reflection, Energy Dissipation, Motions and Restraining Forces,” in Proc. the First Int. Conf. the Appl. Phys. Model. to Port and Coastal Protect., pp. 371-381, 2006.
Y. Yu, Z. Guo and Q. Ma, “Transmission of Water Waves under Multiple Vertical Thin Plates,” Water, vol. 10, no. 4, pp. 517, 2018.
Y. Liu and Y. Li, “Wave Interaction with A Wave Absorbing Double Curtain-Wall Breakwater,” Ocean Eng., vol. 38, no. 10, pp. 1237-1245. 2011.
H. Y. Wang and Z. C. Sun “Experimental Study of A Porous Floating Breakwater,” Ocean Eng., vol. 37, no. 5-6, pp. 520-527, 2010.
E. Loukogeorgaki, O. Yagci and M. Sedat Kabdasli, “3D Experimental Investigation of The Structural Response and The Effectiveness of A Moored Floating Breakwater with Flexibly Connected Modules,” Coastal Eng., vol. 91, pp. 164–180, 2014.
C. Y. Ji, X. Chen, J. Cui, Z. M. Yuan and A. Incecik, “Experimental Study of A New Type of Floating Breakwater,” Ocean Eng., vol. 105, pp. 295–303, 2015.
H. D. Armono, “Artificial Reefs As Shoreline Protection Structures,” in Seminar Teori Dan Aplikasi Teknologi Kelautan IV, vol. 3, pp. 1-14, 2004.
X. Cheng, C. Liu, Q. Zhang, M. He and X. Gao, “Numerical Study on the Hydrodynamic Characteristics of A Double-Row Floating Breakwater Composed of A Pontoon and An Airbag,” J. Marine Sci. and Eng., vol. 9, no. 9, pp. 983, 2021.
J. Gaythwaite, “Floating Breakwaters for Small Craft Facilities,” Civil Eng. Pract., vol. 2, no. 1, pp. 89–108, 1987.
C. M. Wang and H. P. Nguyen, “Floating Breakwaters: Sustainable Solution for Creating Calm Waters,” in Proc. the 1st Int. Conf. Sustain. Civil Eng. and Architect., vol. 268, Springer, Singapore, pp. 3–20, 2023.