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Hydrodynamic Performance of Air-Filled Wave Attenuator for Wave Control: Experimental Study

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Abstract

Numerous types of floating breakwaters have been proposed, tested and commercialized in the past decades. The majority of these breakwaters are made of solid bodies; hence, they are relatively bulky and are not readily to be rapidly installed at the targeted sites when immediate wave protection of the coastal and offshore facilities is needed. Furthermore, the application of these hard floating structures at the recreational beaches is rather unlikely due to potential deadly marine traffic collision. To overcome these problems, a flexible air-filled wave attenuator (AFWA) has been developed in the present study. This floating breakwater is made of flexible waterproof membrane materials. The main body consists of a rectangular air-filled prism and is ballasted by sandbags located around the floating module. The objective of this study is to evaluate the wave transmission, wave reflection, energy dissipation, motion responses and mooring forces of the AFWA under the random wave actions using physical modelling. The test model located in a 20 m long wave flume was subjected to a range of wave heights and periods. The wave profiles in the vicinity of the test model were measured using wave probes for determination of wave transmission, reflection and energy loss coefficients. The motion responses in terms of heave, surge and pitch, and wave forces acting on the mooring lines were measured using a motion tracking system and load cells, respectively. The experimental results reveal that the AFWA is effective in attenuating up to 95% in the incoming wave height and has low-wave-reflection properties, which is commendable for floating breakwaters.

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References

  1. FOWLER J, RESIO D, BRIGGS M, et al. Potential uses for the rapidly installed breakwater system [C]//25th International Conference on Coastal Engineering. Orlando, Florida: ASCE, 1996: 1631–1639.

    Google Scholar 

  2. TEH H M, AZIZAN M S M, KURIAN V J, et al. Use of a floating breakwater system as an environmentally friendly method of coastal shelter [J]. WIT Transactions on the Built Environment, 2015, 148: 309–318.

    Article  Google Scholar 

  3. MCCARTNEY B L. Floating breakwater design [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1985, 111(2): 304–318.

    Article  Google Scholar 

  4. TEH H M. Hydraulic performance of free surface breakwaters: A review [J]. Journal of Sains Malaysian, 2013, 42(9): 1301–1310.

    Google Scholar 

  5. DAI J, WANG C M, UTSUNOMIYA T, et al. Review of recent research and developments on floating breakwaters [J]. Ocean Engineering, 2018, 158: 132–151.

    Article  Google Scholar 

  6. HALES L Z. Floating breakwaters: State-of-the-art literature review [R]. Fort Belvoir, VA: NTIS, 1981.

    Book  Google Scholar 

  7. KOUTANDOS E V, PRINOS P E. Hydrodynamic characteristics of semi-immersed breakwater with an attached porous plate [J]. Ocean Engineering, 2011, 38(1): 34–48.

    Article  Google Scholar 

  8. JI C Y, CHEN X, CUI J, et al. Experimental study on configuration optimization of floating breakwaters [J]. Ocean Engineering, 2016, 117: 302–310.

    Article  Google Scholar 

  9. BHAT S S. Performance of twin-pontoon floating breakwaters [D]. Vancouver: University of British Columbia, 1998.

    Google Scholar 

  10. DIAMANTOULAKI I, LOUKOGEORGAKI E, ANGELIDES D C. 3D analysis of free and moored twin-pontoon floating breakwaters [C]//17th International Offshore and Polar Engineering Conference. Lisbon: ISOPE, 2007: 2515–2522.

    Google Scholar 

  11. CHEN Z J, WANG Y X, DONG H Y, et al. Timedomain hydrodynamic analysis of pontoon-plate floating breakwater [J]. Water Science and Engineering, 2012, 5(3): 291–303.

    Google Scholar 

  12. NEELAMANI S, LJUBIC J. Experimental study on the hydrodynamic performance of floating pontoon type breakwater with skirt walls [J]. Journal of Offshore Mechanics and Arctic Engineering, 2018, 140(2): 021303.

    Article  Google Scholar 

  13. RAO P M, MADHAV BABU M G. Performance of floating breakwater models under regular waves [C]//16th International Offshore and Polar Engineering Conference. San Francisco, California: ISOPE, 2006: 849–854.

    Google Scholar 

  14. YANG Z W, XIE M X, GAO Z L, et al. Experimental investigation on hydrodynamic effectiveness of a water ballast type floating breakwater [J]. Ocean Engineering, 2018, 167: 77–94.

    Article  Google Scholar 

  15. SAWARAGI T. Chapter 4 Structures for wave control [M]//Developments in geotechnical engineering. Amsterdam: Elsevier, 1995: 211–270.

    Google Scholar 

  16. JI C Y, CHENG Y, YANG K, et al. Numerical and experimental investigation of hydrodynamic performance of a cylindrical dual pontoon-net floating breakwater [J]. Coastal Engineering, 2017, 129: 1–16.

    Article  Google Scholar 

  17. KEE S T, CHO W C, SHIN M S, et al. Rapidly installed membrane breakwater in the oblique seas [C]//14th International Offshore and Polar Engineering Conference. Toulon: ISOPE, 2004: 648–654.

    Google Scholar 

  18. PEREIRA E J, TEH H M, CHAN W L, et al. Performance efficiency of a membrane-type floating breakwater for protection of coastal and offshore facilities [J]. IOP Conference Series: Earth and Environmental Science, 2020, 498(1): 012058.

    Article  Google Scholar 

  19. BRIGGS M J. Performance characteristics of a rapidly installed breakwater system [R]. U. S. Army Engineer Research and Development Center (ERDC), Coastal and Hydaulics Laboratory (CHL), 2001.

  20. SCHMITT P, ELSÄßER B. The application of Froude scaling to model tests of oscillating wave surge converters [J]. Ocean Engineering, 2017, 141: 108–115.

    Article  Google Scholar 

  21. MANSARD E, FUNKE E. The measurement of incident and reflected spectra using a least squares method [C]//17th International Conference on Coastal Engineering. Sydney: ASCE, 1980: 154–172.

    Google Scholar 

  22. TEH H M, MOHAMMED N I. Wave interactions with a floating breakwater [C]//2012 IEEE Colloquium on Humanities, Science and Engineering. Kota Kinabalu: IEEE, 2012: 84–87.

    Chapter  Google Scholar 

  23. HUANG Z H, HE F, ZHANG W B. A floating boxtype breakwater with slotted barriers [J]. Journal of Hydraulic Research, 2014, 52(5): 720–727.

    Article  Google Scholar 

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Acknowledgment

The authors would like to acknowledge the technical assistance from the research team — Meor Asniwan bin Mew Ghazali, Zaid Zainuddin, Liyana Azizan, Hadri Che Hassan, and Yau Wen Jau for their kind assistance over the period of the project.

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Correspondence to Hee-Min Teh  (郑希铭).

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Foundation item: the Project by Yayasan Universiti Teknologi PETRONAS (No. 0153AA-E95)

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Pereira, E.J., Teh, HM. & Ma, Z. Hydrodynamic Performance of Air-Filled Wave Attenuator for Wave Control: Experimental Study. J. Shanghai Jiaotong Univ. (Sci.) 27, 316–325 (2022). https://doi.org/10.1007/s12204-022-2444-3

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  • DOI: https://doi.org/10.1007/s12204-022-2444-3

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