Disintegration of Nonlinear Long Waves over Even and Uneven Bathymetry

被引:2
作者
Li, Xiang [1 ]
Ning, Dezhi [1 ]
Xiao, Qing [2 ]
Mayon, Robert [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Univ Strathclyde, Dept Naval Architecture Ocean & Marine Engn, Glasgow G1 1XQ, Lanark, Scotland
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Wave Propagation; harmonic waves; numerical wave flume; higher-order boundary element method; SOLITARY WAVE; BOUSSINESQ EQUATIONS; WATER-WAVES; EVOLUTION; PROPAGATION; TSUNAMI; MODEL; FORM;
D O I
10.2112/JCOASTRES-D-19-00063.1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Nonlinear long waves may disintegrate into several small waves after traveling some distance, which can be observed both in tsunami and tidal waves. This disintegration can lead to a significant amplification of the wave height, causing serious disasters in coastal regions. In the present study, the disintegration of nonlinear long waves over even and uneven bathymetry is investigated numerically. For this purpose, a two-dimensional fully nonlinear numerical wave flume is developed based on a time-domain higher-order boundary element method. Fully nonlinear kinematic and dynamic boundary conditions are satisfied on the instantaneous free surface. With this developed model, it is found that the sinusoidal wave generated by the wavemaker can induce higher-order harmonic waves during propagation that are spatially modulated. The recurrence distance of higher-order components increases linearly with wavelength, as well as the higher-order amplitudes, which lead to the amplification of free-surface elevation. The investigation of long waves propagating on a step through a slope indicates that the topography contributes to the disintegration process.
引用
收藏
页码:1285 / 1293
页数:9
相关论文
共 32 条
  • [1] Airy G. B., 1845, ENCYLOPAEDIA METROPO, V5, P241
  • [2] Extreme run-up events on a vertical wall due to nonlinear evolution of incident wave groups
    Akrish, Gal
    Rabinovitch, Oded
    Agnon, Yehuda
    [J]. JOURNAL OF FLUID MECHANICS, 2016, 797 : 644 - 664
  • [3] [Anonymous], 1872, J MATH PURE APPL
  • [4] [Anonymous], 1895, Philos. Mag, DOI [10.1080/14786435.2010.547337, DOI 10.1080/14786435.2010.547337, DOI 10.1080/14786449508620739]
  • [5] Athukorala P.-c., 2005, ASIAN ECON PAP, V4, P1, DOI [DOI 10.1162/ASEP.2005.4.1.1, 10.1162/asep.2005.4.1.1]
  • [6] Boussinesq J., 1877, Impr. Nationale, DOI DOI 10.1007/s10652-013-9328-x
  • [7] Finite-volume model for shallow-water flooding of arbitrary topography
    Bradford, SF
    Sanders, BF
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2002, 128 (03) : 289 - 298
  • [8] Propagation of very long water waves, with vorticity, over variable depth, with applications to tsunamis
    Constantin, A.
    Johnson, R. S.
    [J]. FLUID DYNAMICS RESEARCH, 2008, 40 (03) : 175 - 211
  • [9] Integrable shallow-water equations and undular bores
    El, GA
    Grimshaw, RHJ
    Pavlov, MV
    [J]. STUDIES IN APPLIED MATHEMATICS, 2001, 106 (02) : 157 - 186
  • [10] PROPAGATION OF LONG WAVES ONTO SHELF
    GORING, DG
    RAICHLEN, F
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 1992, 118 (01) : 43 - 61