Model test research of breakwater core material influence on wave propagation

被引：2
|
作者：
Wang Deng-ting [1 ]
Sun Tian-ting [1 ]
Chen Wei-qiu [2 ]
Zhu Jia-ling [2 ]
机构：
[1] Nanjing Hydraul Res Inst, Nanjing 210029, Jiangsu, Peoples R China
[2] Hohai Univ, Coll Harbour Coastal & Offshore Engn, Nanjing 210098, Jiangsu, Peoples R China
来源：
CHINA OCEAN ENGINEERING | 2016年 / 30卷 / 05期
基金：
中国国家自然科学基金;
关键词：
core material; simulation; permeable wave height; transmitted coefficient; TRANSMISSION;
D O I：
10.1007/s13344-016-0050-6
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The interaction between waves and porous breakwater has an important theoretical significance and great application value of engineering. In this paper, the tests of the core material's influence in rubble mound breakwater on wave propagation are carried out. The relations among the transmitted wave height, incident wave element, and breakwater width are discussed. The calculation formula is obtained. The test results show that different core materials have obvious influence on wave propagation.
引用
收藏
页码：786 / 793
页数：8
相关论文
共 50 条
  • [1] Model Test Research of Breakwater Core Material Influence on Wave Propagation
    王登婷
    孙天霆
    陈伟秋
    朱嘉玲
    [J]. China Ocean Engineering, 2016, 30 (05) : 786 - 793
  • [2] Model test research of breakwater core material influence on wave propagation
    Deng-ting Wang
    Tian-ting Sun
    Wei-qiu Chen
    Jia-ling Zhu
    [J]. China Ocean Engineering, 2016, 30 : 786 - 793
  • [3] THE TEST RESEARCH OF THE CORE MATERIAL'S INFLUENCE IN RUBBLE MOUND BREAKWATER ON WAVE TRANSMISSION
    Wang Dengting
    Zuo Qihua
    [J]. PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ASIAN AND PACIFIC COASTS, VOL 3, 2010, : 297 - 303
  • [4] The experimental research of the rubble mound breakwater core material's influence on wave transmission
    Wang, Deng-Ting
    Zuo, Qi-Hua
    [J]. Shuidonglixue Yanjiu yu Jinzhan/Chinese Journal of Hydrodynamics Ser. A, 2008, 23 (05): : 532 - 537
  • [5] Solitary Wave Propagation Influenced by Submerged Breakwater
    王锦
    左其华
    王登婷
    Shirin Shukrievab
    [J]. China Ocean Engineering, 2013, 27 (05) : 593 - 604
  • [6] Solitary wave propagation influenced by submerged breakwater
    Jin Wang
    Qi-hua Zuo
    Deng-ting Wang
    Shirin Shukrieva
    [J]. China Ocean Engineering, 2013, 27 : 593 - 604
  • [7] Solitary wave propagation influenced by submerged breakwater
    Wang Jin
    Zuo Qi-hua
    Wang Deng-ting
    Shukrieva, Shirin
    [J]. CHINA OCEAN ENGINEERING, 2013, 27 (05) : 593 - 604
  • [8] Wave parameters influence on breakwater stability
    Diwedar, Al, I
    Abdelhaleem, F. S.
    Ali, A. M.
    [J]. 2019 6TH INTERNATIONAL CONFERENCE ON COASTAL AND OCEAN ENGINEERING, 2019, 326
  • [9] Model test on influence of initial stress on blast wave propagation in dry sand foundation
    Chen J.
    Li J.
    Zhu B.
    Lu Q.
    Wang Y.
    Guan L.
    Zhao F.
    [J]. Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2024, 58 (03): : 579 - 588and634
  • [10] Wave propagation passing over a submerged porous breakwater
    L. H. Wiryanto
    [J]. Journal of Engineering Mathematics, 2011, 70 : 129 - 136
12345