CHARACTERISTICS OF SOLITARY WAVE BREAKING INDUCED BY BREAKWATERS

被引:88
|
作者
GRILLI, ST [1 ]
LOSADA, MA [1 ]
MARTIN, F [1 ]
机构
[1] UNIV CANTABRIA,E-39005 SANTANDER,SPAIN
来源
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 1994年 / 120卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-950X(1994)120:1(74)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Laboratory experiments are presented for the breaking of solitary waves over breakwaters. A variety of behaviors is observed, depending on both breakwater and incident wave height: for emerged breakwaters, waves may collapse over the crown, or break backward during rundown; and for submerged breakwaters, waves may break forward or backward, downstream of the breakwater. The limit of overtopping and wave transmission and reflection coefficients are experimentally determined. It is seen that transmission is large over submerged breakwaters (55-90%), and may also reach 20-40% over emerged breakwaters. Computations using a fully nonlinear potential model agree well with experimental results for the submerged breakwaters, particularly for the smaller waves (H/d < 0.4). For emerged breakwaters, computations correctly predict the limit of overtopping, and the backward collapsing during rundown.
引用
收藏
页码:74 / 92
页数:19
相关论文
共 50 条
  • [1] Displacement of caisson breakwaters induced by breaking wave impacts
    Oumeraci, H
    Kortenhaus, A
    Klammer, P
    ADVANCES IN COASTAL STRUCTURES AND BREAKWATERS, 1996, : 50 - 63
  • [2] Solitary wave interaction with porous breakwaters
    Lynett, PJ
    Liu, PLF
    Losada, IJ
    Vidal, C
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2000, 126 (06): : 314 - 322
  • [3] Breaking wave loads at vertical seawalls and breakwaters
    Cuomo, Giovanni
    Allsop, William
    Bruce, Tom
    Pearson, Jonathan
    COASTAL ENGINEERING, 2010, 57 (04) : 424 - 439
  • [4] Breaking wave kinematics in front of composite breakwaters
    Vicinanza, D
    COASTAL STRUCTURES '99, VOLUMES 1 & 2, 2000, : 471 - 477
  • [5] BREAKING WAVE TRANSFORMATION BY POROUS BREAKWATERS.
    Kondo, Hideo
    Toma, Satoshi
    1974, 17 (1974): : 81 - 91
  • [6] Numerical study of solitary wave interaction with porous breakwaters
    Lin, Pengzhi
    Karunarathna, A. S. Anuja
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2007, 133 (05): : 352 - 363
  • [7] INSTABILITY AND BREAKING OF A SOLITARY WAVE
    TANAKA, M
    DOLD, JW
    LEWY, M
    PEREGRINE, DH
    JOURNAL OF FLUID MECHANICS, 1987, 185 : 235 - 248
  • [8] Numerical analysis of wave breaking over submerged breakwaters
    Takikawa, K
    Matumoto, K
    Yamada, F
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4, 1997, : 1605 - 1610
  • [9] Tetrapod breakwaters stability under breaking wave conditions
    Çevik, E
    Yuksel, Y
    PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2003, : 660 - 663
  • [10] VISCOUS FLOW FIELDS INDUCED BY A BREAKING SOLITARY WAVE OVER A SHELF
    Huang, Ching-Jer
    Lin, Yen-Tsen
    Lin, Chun-Yuan
    JOURNAL OF MARINE SCIENCE AND TECHNOLOGY-TAIWAN, 2015, 23 (06): : 855 - 863