Focused wave group propagation over fringing reef and its impact on the vertical wall mounted on a reef flat: Experiment and RANS modeling

被引:1
作者
Xiao, Li [1 ,2 ]
Fang, Kezhao [1 ,2 ,5 ]
Huang, Minghan [2 ,5 ]
Wang, Dongxu [3 ]
Liu, Zhongbo [4 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] CCCC First Harbor Engn Co Ltd, Tianjin 300461, Peoples R China
[3] Ningbo Univ, Inst Ocean Engn, Ningbo 315211, Peoples R China
[4] Dalian Maritime Univ, Transportat Management Coll, Dalian 116026, Peoples R China
[5] CCCC First Harbor Engn Co Ltd, Tianjin Port Engn Inst Co Ltd, Key Lab Coastal Engn Hydrodynam, CCCC, Tianjin 300222, Peoples R China
关键词
Focused wave group; Fringing reef; Low frequency wave motion; Force; OpenFOAM; CLIMATE-CHANGE; CORAL-REEFS; RUN-UP; TRANSFORMATION; GENERATION; BREAKING; SIMULATION; INUNDATION; WATER;
D O I
10.1016/j.oceaneng.2023.116150
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
This paper presents flume experiments and numerical simulations of focused wave group propagation over an idealized fringing reef profile and its impact on the vertical wall mounted on reef flat. The large transient wave group is produced over the steep fore-reef slope by focusing JONSWAP wave trains. The numerical simulations are performed using the compressible two-phase OpenFOAM model. Wavelet and FFT analysis of the surface elevation time histories clearly show wave focusing process and the generation of higher harmonics due to the nonlinear wave-wave interactions. For the high peak frequency cases, the low frequency wave motion increases gradually after wave breaking, but the peak frequency motion still dominates energy spectrum partially due to wave defocusing and reformation of broken waves. However, the magnitude of low frequency wave motion is higher than those around peak frequency and high harmonics for the lower peak frequency cases. It is found that the contribution of low frequency wave motion to the total force exerted on the wall is comparable to or higher than peak frequency wave motion. The effect of geometry characters of fringing reef and focusing position on the maximum horizontal force on the vertical wall is investigated utilizing the validated OpenFOAM model.
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页数:15
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共 64 条
  • [51] Numerical study of air compressibility effects in breaking wave impacts using a CIP-based model
    Sun, Hongyue
    Sun, Zhaochen
    Liang, Shuxiu
    Zhao, Xizeng
    [J]. OCEAN ENGINEERING, 2019, 174 : 159 - 168
  • [52] Wave statistics for intermediate depth water - NewWaves and symmetry
    Taylor, PH
    Williams, BA
    [J]. JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 2004, 126 (01): : 54 - 59
  • [53] Frequency spectra evolution of two-dimensional focusing wave groups in finite depth water
    Tian, Zhigang
    Perlin, Marc
    Choi, Wooyoung
    [J]. JOURNAL OF FLUID MECHANICS, 2011, 688 : 169 - 194
  • [54] Tromans P.S., 1991, 1 INT OFFSH POL ENG
  • [55] Breaking wave impact on perforated caisson breakwaters: A numerical investigation
    Wang, Dongxu
    Dong, Sheng
    Fang, Kezhao
    [J]. OCEAN ENGINEERING, 2022, 249
  • [56] SPH Modeling of Wave Transformation over a Coral Reef with Seawall
    Wen, Hongjie
    Ren, Bing
    Zhang, Xiang
    Yu, Xiping
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2019, 145 (01)
  • [57] Extreme coastal responses using focused wave groups: Overtopping and horizontal forces exerted on an inclined seawall
    Whittaker, C. N.
    Fitzgerald, C. J.
    Raby, A. C.
    Taylor, P. H.
    Borthwick, A. G. L.
    [J]. COASTAL ENGINEERING, 2018, 140 : 292 - 305
  • [58] Optimisation of focused wave group runup on a plane beach
    Whittaker, C. N.
    Fitzgerald, C. J.
    Raby, A. C.
    Taylor, P. H.
    Orszaghova, J.
    Borthwick, A. G. L.
    [J]. COASTAL ENGINEERING, 2017, 121 : 44 - 55
  • [59] The average shape of large waves in the coastal zone
    Whittaker, C. N.
    Raby, A. C.
    Fitzgerald, C. J.
    Taylor, P. H.
    [J]. COASTAL ENGINEERING, 2016, 114 : 253 - 264
  • [60] Mitigation of tsunami bore impact on a vertical wall behind a barrier
    Xu, Zhonghou
    Melville, Bruce
    Whittaker, Colin
    Nandasena, N. A. K.
    Shamseldin, Asaad
    [J]. COASTAL ENGINEERING, 2021, 164