An application of Boussinesq equations to Bragg reflection.pdf
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doi:10.1016/j.oc
Correspondi
E-mail addreOcean Engineering 34 (2007) 870–883
/locate/oceanengAn application of Boussinesq equations to Bragg reflection
of irregular waves
Tai-Wen Hsua,, Shih-Chun Hsiaob, Shan-Hwei Ouc, Swun-Kwang Wangd,
Bin-Da Yange, Shih-En Choua
aDepartment of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan
bDepartment of Marine Environmental Informatics, National Taiwan Ocean University, Keelung 202, Taiwan
cDepartment of Environmental Engineering and Sciences, Tajen University, Pingtung 907, Taiwan
dDepartment of Safety, Health and Environment Engineering, Chung Hwa College of Medical Technology, Rende 717, Taiwan
eDepartment of Information Management, Hsing Kuo University of Management, Tainan 709, Taiwan
Received 12 September 2005; accepted 22 February 2006
Available online 30 June 2006Abstract
A numerical model based on the second-order fully nonlinear Boussinesq equations of Wei et al. [1995. Journal of Waterway, Port,
Coastal and Ocean Engineering 121 (5), 251-263] is developed to simulate the Bragg reflection of both regular and irregular surface waves
scattered by submerged bars. Particularly for incident regular waves, the computed results are observed to agree very well with the
existing experimental data as presented by Davies and Heathershaw [1984. Journal of Fluid Mechanics 144, 419-446] and Kirby and
Anton [1990. Proceedings of the 22nd International Conference on Coastal Engineering, ASCE, New York, pp. 757–768). In the case of
incident irregular waves, the simulated results reveal that the distribution of Bragg reflection from irregular waves becomes more flat than
that of regular waves. Due to lack of experimental data, the numerical results for incident irregular waves are compared with those of the
evolution equation of the mild-slope equation [Hsu et al., 2002 Proceedings of the 24th Ocean Engineering Conference in Taiwan,
pp. 70–77 (in Chinese)]. In addit
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