Wave kinematics in front of caisson breakwaters

被引：0
|
作者：
Bruce, T [1 ]
Vicinanza, D [1 ]
机构：
[1] Univ Edinburgh, Edinburgh, Midlothian, Scotland
来源：
PROCEEDINGS OF THE EIGHTH INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3 | 1998年
关键词：
breakwaters; wave breaking; wave impact; wave kinematics; random waves; Particle image Velocimetry; PIV;
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
The interaction of breaking waves with vertical and composite breakwaters is a complex problem in which there are strong correlations between breaking wave shapes and the magnitude, duration and distribution of the impact forces and pressures. This paper presents results from a series of laboratory experiments to measure wave kinematics and pressures in front of composite breakwaters in random wave conditions.
引用
收藏
页码：658 / 664
页数：3
相关论文
共 50 条
  • [1] Breaking wave kinematics in front of composite breakwaters
    Vicinanza, D
    COASTAL STRUCTURES '99, VOLUMES 1 & 2, 2000, : 471 - 477
  • [2] Wave action on perforated caisson breakwaters
    Chen, XF
    Li, YC
    Sun, DP
    Teng, B
    PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2003, : 647 - 652
  • [3] WAVE INTERACTION WITH PERFORATED CAISSON BREAKWATERS
    Ph. D. Candidate:Chen Xue-fengState Key Laboratory of Offshore and Coastal Engineering
    Journal of Hydrodynamics, 2003, (06) : 106 - 107
  • [4] Wave interaction with floating wave energy caisson breakwaters
    Neelamani, S.
    Natarajan, R.
    Prasanna, D. L.
    JOURNAL OF COASTAL RESEARCH, 2006, : 745 - 749
  • [5] A study on wave forces on perforated caisson breakwaters
    Chen Xuefeng
    Li Yucheng
    Teng Bin
    Second Sino-German Joint Symposium on Coastal and Ocean Engineering, 2006, : 560 - 567
  • [6] Numerical simulation of wave interaction with perforated caisson breakwaters
    Chen, XF
    Li, YC
    Wang, YX
    Dong, GH
    Bai, X
    CHINA OCEAN ENGINEERING, 2003, 17 (01) : 33 - 43
  • [7] Displacement of caisson breakwaters induced by breaking wave impacts
    Oumeraci, H
    Kortenhaus, A
    Klammer, P
    ADVANCES IN COASTAL STRUCTURES AND BREAKWATERS, 1996, : 50 - 63
  • [8] Numerical Simulation of Wave Interaction with Perforated Caisson Breakwaters
    陈雪峰
    李玉成
    王永学
    董国海
    白雪
    China Ocean Engineering, 2003, (01) : 32 - 42
  • [9] Stability of caisson breakwaters under wave impact loading
    de Groot, MB
    Hölscher, P
    Meijers, P
    Kortenhaus, A
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 747 - 754
  • [10] Perforated caisson breakwaters:: Wave loads and hydraulic performance
    Bélorgey, M
    Rousset, JM
    Aoul, EHT
    Bergmann, H
    de Gerloni, M
    Colombo, D
    Franco, L
    Passoni, G
    COASTAL STRUCTURES '99, VOLUMES 1 & 2, 2000, : 603 - 612
12345