On the wave field and wave-induced currents around a detached breakwater

被引:0
|
作者
Sancho, FE [1 ]
Fortes, CJ [1 ]
Fernandes, JLM [1 ]
Svendsen, IA [1 ]
机构
[1] Lab Nacl Engn Civil, Lisbon, Portugal
关键词
D O I
暂无
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The wave and wave-induced current field around a detached breakwater is analyzed in detail. Numerical simulations are performed for combinations of two mild-slope equation models, and the Quasi-3D circulation model SHORECIRC. The results ale compared with those from an experimental study performed by Mory & Hamin (1997). In particularly, the role of the wave model description, the wave-current interaction (WCI), and the three-dimensional character of the currents are examined. Results for the wave heights demonstrate the importance of accounting for wave current-refraction. Also, the maximum velocities of the predicted currents show a reduction of newly 20% in the cases with WCI, relative to those for the case without WCI. The prediction of small circulation cells in the region unprotected by the breakwater is discussed. The model predicts nearly depth-uniform horizontal currents, which are in good agreement with the observations.
引用
收藏
页码:793 / 802
页数:4
相关论文
共 50 条
  • [41] COMPUTATION OF THE DRIVING FORCES OF WAVE-INDUCED CURRENTS
    DINGEMANS, MW
    RADDER, AC
    DEVRIEND, HJ
    COASTAL ENGINEERING, 1987, 11 (5-6) : 539 - 563
  • [42] Ocean wave-induced stress states of seabed beneath a breakwater
    Sato, K
    Yasuhara, K
    Yoshida, N
    PROCEEDINGS OF THE SIXTH (1996) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL I, 1996, 1996, : 438 - 443
  • [44] LABORATORY INVESTIGATIONS ON WAVE AND WAVE-INDUCED CIRCULATION SYSTEM BEHIND OFFSHORE SUBMERGED BREAKWATER
    ITOSU, C
    KIHARA, K
    GOMYO, M
    NIPPON SUISAN GAKKAISHI, 1988, 54 (10) : 1757 - 1762
  • [45] Review of the vertical structure of wave-induced currents
    Zhang, Chi
    Wang, Yi-Gang
    Zheng, Jin-Hai
    Shuikexue Jinzhan/Advances in Water Science, 2009, 20 (05): : 739 - 746
  • [46] WAVE-INDUCED LIQUEFACTION POTENTIAL IN A POROUS SEABED IN FRONT OF A BREAKWATER
    TSAI, CP
    OCEAN ENGINEERING, 1995, 22 (01) : 1 - 18
  • [47] Mechanism of the wave-induced seabed instability in the vicinity of a breakwater: a review
    Jeng, DS
    OCEAN ENGINEERING, 2001, 28 (05) : 537 - 570
  • [48] Modeling of random wave transformation with strong wave-induced coastal currents
    Zheng Jinhai
    Mase, H.
    Li Tongfei
    WATER SCIENCE AND ENGINEERING, 2008, 1 (01) : 18 - 26
  • [49] Modeling of random wave transformation with strong wave-induced coastal currents
    H. Mase
    WaterScienceandEngineering, 2008, 1 (01) : 18 - 26
  • [50] Numerical study for wave-induced oscillatory pore pressures and liquefaction around impermeable slope breakwater heads
    Liao, Chencong
    Tong, Dagui
    Jeng, Dong-Sheng
    Zhao, Hongyi
    OCEAN ENGINEERING, 2018, 157 : 364 - 375