Effects of turbulence models on numerical simulations of wave breaking and run-up on a mild slope beach

被引:0
|
作者
Xiao, Hong [1 ,2 ]
Huang, Wen-rui [1 ,3 ]
机构
[1] Florida State Univ, Dept Civil & Environm Engn, Tallahassee, FL 32306 USA
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu, Peoples R China
[3] Tongji Univ, Shanghai, Peoples R China
关键词
Turbulence model; shear stress; wave run-up; wave breaking; FORCES; SCOUR; FLOW;
D O I
暂无
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The performance of the standard k-epsilon model, the high-Reynolds-number k-omega model, the 1-equation k model, and the non-friction Euler model is examined against the case of wave run-up on a mild slope. A numerical model based on N-S equations and Volume Of Fluids (VOF) method is employed. Comparisons of elevation, velocity and shear stress are made among the four turbulence models against experimental data of wave run-up on a mild slope beach. It is found that before wave breaking on the slope, the outputs of the four different turbulence models agree reasonably well, with each other. This suggests that during the run-up process the turbulence effect is negligible before wave breaking. Moreover, in the wave breaking zone, both the standard k-epsilon model and the high-Reynolds-number k-omega model predict the mean velocity field quite well, but generally under-predict the velocity and turbulent kinetic energy using wall functions on the solid slope surface.
引用
收藏
页码:166 / 171
页数:6
相关论文
共 50 条
  • [1] Effects of turbulence models on numerical simulations of wave breaking and run-up on a mild slope beach
    Hong Xiao
    Wen-rui Huang
    Journal of Hydrodynamics, 2010, 22 : 166 - 171
  • [2] Effects of turbulence models on numerical simulations of wave breaking and run-up on a mild slope beach
    Xiao, Hong
    Huang, Wen-rui
    JOURNAL OF HYDRODYNAMICS, 2010, 22 (05) : 166 - 171
  • [3] Numerical simulation of wave run-up and breaking on a sloping beach
    Wan, DC
    Miao, GP
    Dai, SQ
    PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL III, 1997, 1997, : 817 - 822
  • [4] Solitary wave transformation, breaking and run-up at a beach
    Borthwick, A. G. L.
    Ford, M.
    Weston, B. P.
    Taylor, P. H.
    Stansby, P. K.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2006, 159 (03) : 97 - 105
  • [5] On the evolution and run-up of breaking solitary waves on a mild sloping beach
    Hsiao, Shih-Chun
    Hsu, Tai-Wen
    Lin, Ting-Chieh
    Chang, Yu-Hsuan
    COASTAL ENGINEERING, 2008, 55 (12) : 975 - 988
  • [6] INTERNAL SOLITARY WAVE BREAKING AND RUN-UP ON A UNIFORM SLOPE
    HELFRICH, KR
    JOURNAL OF FLUID MECHANICS, 1992, 243 : 133 - 154
  • [7] Numerical Modeling of the Influence of the Beach Profile on Wave Run-Up
    Soldini, Luciano
    Antuono, Matteo
    Brocchini, Maurizio
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2013, 139 (01): : 61 - 71
  • [8] Comparison of Dispersive and Nondispersive Models for Wave Run-Up on a Beach
    A. Abdalazeez
    I. I. Didenkulova
    D. Dutykh
    P. Denissenko
    Izvestiya, Atmospheric and Oceanic Physics, 2020, 56 : 494 - 501
  • [9] Comparison of Dispersive and Nondispersive Models for Wave Run-Up on a Beach
    Abdalazeez, A.
    Didenkulova, I. I.
    Dutykh, D.
    Denissenko, P.
    IZVESTIYA ATMOSPHERIC AND OCEANIC PHYSICS, 2020, 56 (05) : 494 - 501
  • [10] Analytical and Numerical Studies of Resonant Wave Run-up on a Plane Beach
    Erwina, N.
    Erianto, E. S.
    Pudjaprasetya, S. R.
    MALAYSIAN JOURNAL OF MATHEMATICAL SCIENCES, 2019, 13 (03): : 345 - 358