Hydrodynamic characteristics of a vertical wall with an immersed horizontal plate subjected to regular and random waves

被引:0
|
作者
AlYousif, Ahmad [1 ]
AlKhaldi, M. S. [2 ]
Al-Amer, Faris [2 ]
Neelamani, S. [2 ]
机构
[1] Kuwait Univ, Civil Engn Dept, POB 5969, Safat 13060, Kuwait
[2] Kuwait Inst Sci Res, Environm & Life Sci Res Ctr, Coastal Management Program, POB 24885, Safat 13109, Kuwait
关键词
Vertical wall; Immersed horizontal plate; Wave reflection; Energy dissipation; Regular waves; Random waves; RUN-UP; REFLECTION; BREAKWATER; SURFACE; FORCES;
D O I
10.1016/j.oceaneng.2021.109489
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
Experimental investigations on wave transmission, reflection, dissipation, forces, moments, run-up, and rundown were conducted on a vertical wall (VW) and on a vertical wall fixed with an immersed horizontal plate (VWHP) for a wide range of regular and random waves. It was found that wave reflection can be reduced by 25%-35% using a VWHP (with plate length equal to water depth with a submergence of 28.6% of the water depth) and that dissipation can be increased by 25%-35%. The normalized significant inline wave force on the VWHP can be reduced from 0.8 to 0.1 for 0.1 < d/L-p <0.5. The global inline wave force on the VWHP can be reduced by >50% for d/L-p > 0.3, when compared to VW, which is beneficial in the design of horizontal sliding. The vertical wave forces on the VWHP were significantly higher and increased significantly for lower values of d/L-p, especially for d/L-p = 0.1. The wave-induced moment is 10-20% less for the VWHP compared to that for the VW, which is also useful for the design against overturning, especially if the results are used for the design of caissons with D/L > 1, where D is the width of the caisson.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Hydrodynamic characteristics of a vertical wall with an immersed horizontal plate subjected to regular and random waves
    AlYousif, Ahmad
    AlKhaldi, M.S.
    Al-Amer, Faris
    Neelamani, S.
    [J]. Ocean Engineering, 2021, 236
  • [2] REFLECTION AND TRANSMISSION CHARACTERISTICS OF REGULAR AND RANDOM WAVES FROM A SUBMERGED HORIZONTAL PLATE
    PATARAPANICH, M
    CHEONG, HF
    [J]. COASTAL ENGINEERING, 1989, 13 (02) : 161 - 182
  • [3] Hydrodynamic characteristics of an immersed horizontal plate in front of the steep revetment
    Tian, Zhenglin
    Tian, Zhengjie
    Wen, Hongjie
    [J]. OCEAN ENGINEERING, 2023, 268
  • [4] STANDING-WAVE PRESSURES DUE TO REGULAR AND RANDOM WAVES ON A VERTICAL WALL
    MALLAYACHARI, V
    SUNDAR, V
    [J]. OCEAN ENGINEERING, 1995, 22 (08) : 859 - 879
  • [5] An experimental investigation of hydrodynamic coefficients for a vertical truncated rectangular cylinder due to regular and random waves
    Vengatesan, V
    Varyani, KS
    Barltrop, N
    [J]. OCEAN ENGINEERING, 2000, 27 (03) : 291 - 313
  • [6] Damping effect on waves propagating past a submerged horizontal plate and a vertical porous wall
    Hu, HH
    Wang, KH
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2005, 131 (04): : 427 - 437
  • [7] Hydrodynamic forces on vertical piggyback cylinders in regular waves
    Huang, S
    Olsen, R
    [J]. INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2002, 12 (04) : 249 - 255
  • [8] Vertical structure of horizontal velocity in regular shoaling waves
    Narayanan, C
    McCalpin, JD
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1997, 123 (03): : 130 - 136
  • [9] Cross-waves induced by the vertical oscillation of a fully immersed vertical plate
    Moisy, Frederic
    Michon, Guy-Jean
    Rabaud, Marc
    Sultan, Eric
    [J]. PHYSICS OF FLUIDS, 2012, 24 (02)
  • [10] Hydrodynamic characteristics of curved and vertical front face pile-supported breakwaters in regular waves
    Ramnarayan, S. Karthik
    Sannasiraj, S. A.
    Sundar, V
    [J]. OCEAN ENGINEERING, 2020, 216