透過您的圖書館登入
IP:3.136.26.20
  • 期刊

An Analytical Solution for Linear Long Wave Reflection by Two Submerged Rectangular Breakwaters

若您是本文的作者,可授權文章由華藝線上圖書館中協助推廣。

並列摘要


In this paper, an analytical solution for linear long wave reflection by two rectangular breakwaters is explored. A closed-form expression of wave reflection coefficient is obtained which finds two well-known analytical solutions to be its special cases, including wave reflection by a rectangular breakwater given by Mei in 1989 and wave reflection by an infinite step given by Lamb in 1932. It is found that the periodicity of the reflection coefficient as a function of kh existed for a single rectangular breakwater disappears for a pair of breakwaters, and zero reflection phenomenon mostly occurs for symmetrical breakwater structure. It is also shown that the total reflection effect will be enhanced when a new breakwater is added into an existing one or when a single breakwater is decomposed into a pair of breakwaters even if the resulting total sectional area is reduced. Finally, the influence of the width of twin breakwaters to the peak Bragg reflection is studied.

參考文獻


Dingemans, M. W., Water Wave Propagation over Uneven Bottoms, Part 1 - Linear Wave Propagation, World Scientific, Singapore, pp. 138-143 (1997).
Lin, P., “A numerical study of solitary wave interaction with rectangular obstacles,” Coastal Engineering, Vol. 51, No. 1, pp. 35-51 (2004).
Lin, P. and Liu, H.-W., “An analytical study of Linear long-wave reflec- tion by a two- dimensional obstacle of general trapezoidal shape,” Journal of Engineering Mechanics, ASCE, Vol. 131, No. 8, pp. 822-830 (2005).
Liu, H.-W. and Lin, P., “Discussion of ‘Wave transformation by two di- mensional bathymetric anomalies with sloped transitions' [Coast. Eng. 50 (2003) 61-84],” Coastal Engineering, Vol. 52, No. 2, pp. 197-200 (2005).
Mei, C. C., The Applied Dynamics of Ocean Surface Waves, World Scientific, Singapore, pp. 130-134 (1989).

延伸閱讀