Wave transformation over submerged permeable breakwater on porous bottom

被引：0
|
作者：
Department of Civil Engineering, National Chung Hsing University, Taichung, 402, Taiwan [1 ]
不详 [2 ]
机构：
来源：
Ocean Eng. | 2006年 / 11-12卷 / 1623-1643期
关键词：
Computational geometry - Differential equations - Fluid structure interaction - Mathematical models - Porous materials - Underwater structures - Wave propagation;
D O I：
10.1016/j.oceaneng.2005.09.006
中图分类号：
学科分类号：
摘要：
A numerical model is presented in this study to investigate the wave transformation over a submerged permeable breakwater on a porous slope seabed. For this purpose, the time-dependent mild-slope equation is newly derived for waves propagating over two layers of porous medium. This new mild-slope equation involves the parameters of the porous medium, and it is a type of hyperbolic differential equation, therefore numerically efficient. The validity of the present model is verified based on the comparisons with the previous experiments. The effects of the permeable properties of both the porous seabed and the submerged permeable breakwater are discussed in detail. The geometry of the submerged permeable breakwater to the wave transformation is also investigated based on the numerical solutions. © 2005 Elsevier Ltd. All rights reserved.
引用
收藏
相关论文
共 50 条
  • [1] Wave transformation over submerged permeable breakwater on porous bottom
    Tsai, Ching-Piao
    Chen, Hong-Bin
    Lee, Fang-Chuen
    OCEAN ENGINEERING, 2006, 33 (11-12) : 1623 - 1643
  • [2] Wave transformation and soil response due to submerged permeable breakwater
    Tsai, Ching-Piao
    Chen, Hong-Bin
    Jeng, Dong-Sheng
    Chen, Kuan-Hong
    PROCEEDINGS OF THE 25TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING, VOL 2, 2006, : 113 - 120
  • [3] Wave propagation passing over a submerged porous breakwater
    L. H. Wiryanto
    Journal of Engineering Mathematics, 2011, 70 : 129 - 136
  • [4] Wave propagation passing over a submerged porous breakwater
    Wiryanto, L. H.
    JOURNAL OF ENGINEERING MATHEMATICS, 2011, 70 (1-3) : 129 - 136
  • [5] Wave interaction with a submerged floating tunnel in the presence of a bottom mounted submerged porous breakwater
    Sharma, Manisha
    Kaligatla, R. B.
    Sahoo, T.
    APPLIED OCEAN RESEARCH, 2020, 96
  • [6] Wave Transmission over a Submerged Porous Breakwater: An Experimental Study
    Teh, Hee Min
    STRUCTURAL, ENVIRONMENTAL, COASTAL AND OFFSHORE ENGINEERING, 2014, 567 : 319 - 324
  • [7] Wave propagation over a submerged porous breakwater with steep slopes
    Metallinos, Anastasios S.
    Repousis, Elpidoforos G.
    Memos, Constantine D.
    OCEAN ENGINEERING, 2016, 111 : 424 - 438
  • [8] Irregular breaking wave transmission over submerged porous breakwater
    Kobayashi, Nobuhisa
    Meigs, Leslie E.
    Ota, Takao
    Melby, Jeffrey A.
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2007, 133 (02): : 104 - 116
  • [9] Wave field with a submerged porous breakwater
    Lee, CP
    Ker, WK
    You, JR
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2003, 26 (03) : 333 - 342
  • [10] Wave Height Transformation and Set-up Between A Submerged Permeable Breakwater and A Seawall
    蔡清标
    余建弘
    陈鸿彬
    陈信佑
    China Ocean Engineering, 2012, 26 (01) : 167 - 176
12345