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.
PEREIRA Eric Joseph1 (佩雷拉·埃里克·约瑟夫), TEH Hee-Min1,2∗ (郑希铭), MA Zhe3 (马 哲)
. Hydrodynamic Performance of Air-Filled Wave Attenuator for
Wave Control: Experimental Study[J]. Journal of Shanghai Jiaotong University(Science), 2022
, 27(3)
: 316
-325
.
DOI: 10.1007/s12204-022-2444-3
[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.
[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.
[3] MCCARTNEY B L. Floating breakwater design [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1985, 111(2): 304-318.
[4] TEH H M. Hydraulic performance of free surface breakwaters: A review [J]. Journal of Sains Malaysian, 2013, 42(9): 1301-1310.
[5] DAI J, W ANG C M, UTSUNOMIYA T, et al. Review of recent research and developments on floating breakwaters [J]. Ocean Engineering, 2018, 158: 132-151.
[6] HALES L Z. Floating breakwaters: State-of-the-art literature review [R]. Fort Belvoir, V A: NTIS, 1981.
[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.
[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.
[9] BHAT S S. Performance of twin-pontoon floating breakwaters [D]. Vancouver: University of British Columbia, 1998.
[10] DIAMANTOULAKI I, LOUKOGEORGAKI E, ANGELIDES D C. 3D analysis of free and moored twinpontoon floating breakwaters [C]//17th International Offshore and Polar Engineering Conference. L i s b o n : ISOPE, 2007: 2515-2522.
[11] CHEN Z J, W ANG 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.
[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.
[13] RAO P M, MADHA V 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.
[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.
[15] SA W ARAGI T. Chapter 4 Structures for wave control [M]//Developments in geotechnical engineering. Amsterdam: Elsevier, 1995: 211-270.
[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.
[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.
[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.
[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, ELS ??ER B. The application of Froude scaling to model tests of oscillating wave surge converters [J]. Ocean Engineering, 2017, 141: 108-115.
[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.
[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.
[23] HUANG Z H, HE F, ZHANG W B. A floating box-type breakwater with slotted barriers [J]. Journal of Hydraulic Research, 2014, 52(5): 720-727.