Numerical investigation of internal solitary waves of elevation type propagating on a uniform slope

被引:20
作者
Zhu, Hai [1 ]
Lin, Chang [2 ]
Wang, Lingling [1 ,3 ]
Kao, Mingjer [2 ]
Tang, Hongwu [3 ]
Williams, J. J. R. [4 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 40227, Taiwan
[3] State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[4] Queen Mary Univ London, Sch Engn & Mat Sci, London E1 4NS, England
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
BREAKING; SHELF; SOLITONS; SIMULATION; CONVERSION; DYNAMICS; FORCES; ENERGY; TIDE; SEA;
D O I
10.1063/1.5050568
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Numerous laboratory-scale physical experiments and numerical simulations have been carried out to explore the shoaling dynamics of internal solitary waves (ISWs) on slope topographies. Detailed features during wave breaking have been investigated under relatively low Reynolds numbers, but for real ocean-scale or lake-scale scenarios with a much higher Reynolds number, laboratory-scale modeling is inadequate to capture the three-dimensional turbulent characteristics in the wave shoaling process. As a result, a three-dimensional large-eddy simulation (LES) is performed in the present study to investigate the shoaling process of the elevation-typed ISWs traveling on uniform slopes in a two-layer fluid system. Scale effects due to the Reynolds numbers (varied from 103 to 105) and three-dimensional characteristics during wave shoaling are also explored and discussed. Detailed ISW-slope interaction dynamics, including the typical shoaling features, the characteristics of internal boluses, and both the velocity field and the energy transformation, are systematically obtained and analyzed. It is found that, while reaching the maximum vertical displacement (i.e., maximum run-up height), the frontal part of the heavier lower-layer fluid can evolve into the internal bolus if the internal Iribarren number, Ir, defined as the ratio of the topographic slope and the square root of the incident wave steepness, is less than 0.65. The maximum wave-induced velocities and energy loss are also well related to Ir. Empirical regressed equations for seven important physical parameters during the shoaling process are also proposed. The extreme velocities, wave energy loss, and three-dimensionality of the flow field are all identified to be very sensitive to Reynolds numbers, indicating that traditional two-dimensional laboratory-scale modeling tools may be insufficient to accurately capture the shoaling mechanisms of the ISWs of elevation type. Published by AIP Publishing.
引用
收藏
页数:23
相关论文
共 50 条
  • [21] On generation and evolution of seaward propagating internal solitary waves in the northwestern South China Sea
    Xu, Jiexin
    Chen, Zhiwu
    Xie, Jieshuo
    Cai, Shuqun
    [J]. COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2016, 32 : 122 - 136
  • [22] Observations of second baroclinic mode internal solitary waves on the continental slope of the northern South China Sea
    Yang, Yiing Jang
    Fang, Ying Chih
    Chang, Ming-Huei
    Ramp, Steven R.
    Kao, Chih-Chung
    Tang, Tswen Yung
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2009, 114
  • [23] Experimental investigation of elevation internal solitary wave propagation over a ridge
    Du, Hui
    Wang, Shao-Dong
    Wang, Xin-Long
    Xu, Jun-Nan
    Guo, Hai-long
    Wei, Gang
    [J]. PHYSICS OF FLUIDS, 2021, 33 (04)
  • [24] Holistic Map of Internal Solitary Waves Propagating Through Background Currents
    Sciortino, Giampiero
    Prestininzi, Pietro
    Lombardi, Valentina
    La Forgia, Giovanni
    [J]. WATER WAVES, 2025, : 137 - 157
  • [25] Sediment resuspension and nepheloid layers induced by long internal solitary waves shoaling orthogonally on uniform slopes
    Bourgault, D.
    Morsilli, M.
    Richards, C.
    Neumeier, U.
    Kelley, D. E.
    [J]. CONTINENTAL SHELF RESEARCH, 2014, 72 : 21 - 33
  • [26] Experimental Investigation and Prediction Model of the Loads Exerted by Oblique Internal Solitary Waves on FPSO
    Zhang Rui-rui
    Wang Hong-wei
    Chen Ke
    You Yun-xiang
    Zhang Shuguang
    Xiong Xiao-hu
    [J]. CHINA OCEAN ENGINEERING, 2022, 36 (02) : 179 - 190
  • [27] Numerical simulation of shear-induced instabilities in internal solitary waves
    Carr, Magda
    King, Stuart E.
    Dritschel, David G.
    [J]. JOURNAL OF FLUID MECHANICS, 2011, 683 : 263 - 288
  • [28] A numerical study of the load on cylindrical piles exerted by internal solitary waves
    Xie, Jieshuo
    Xu, Jiexin
    Cai, Shuqun
    [J]. JOURNAL OF FLUIDS AND STRUCTURES, 2011, 27 (08) : 1252 - 1261
  • [29] Numerical investigation of an internal solitary wave interaction with horizontal cylinders
    Ding, Weiye
    Ai, Congfang
    Jin, Sheng
    Lin, Jinbo
    [J]. OCEAN ENGINEERING, 2020, 208
  • [30] Strongly dispersive internal solitary waves transformation over slope-shelf topography
    Zhi, Changhong
    Chen, Ke
    You, Yun-Xiang
    [J]. MODERN PHYSICS LETTERS B, 2021, 35 (01):