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LARGE EDDY SIMULATION FOR PLUNGING BREAKER WAVE 被引量:1

LARGE EDDY SIMULATION FOR PLUNGING BREAKER WAVE
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摘要 As wave propagates into shallow water, the shoaling effect leads to increaseof wave height, and at a certain position, the wave will be breaking. The breaking wave is powerfulagents for generating turbulence, which plays an important role in most of the fluid dynamicalprocesses in the surf zone, so a proper numerical model for describing the turbulent effect isneeded urgently. A numerical model is set up to simulate the wave breaking process, which consistsof a free surface model using the surface marker method and the vertical two-dimensional model thatsolves the flow equations. The turbulence is described by Large Eddy Simulation (LES) method wherethe larger turbulent features are simulated by solving the flow equations, and the small-scaleturbulence that is represented by a sub-grid model. A dynamic eddy viscosity sub-grid scale stressmodel has been used for the present simulation. The large eddy simulation model, which we presentedin this paper, can be used to study the propagation of a solitary wave in constant water depth andthe shoaling of a non-breaking solitary wave on a beach. To track free-surface movements, The TUMMACmethod is employed. By applying the model to wave breaking problem in the surf zone, we found thatthese model results compared very well with experimental data. In addition, this model is able toreproduce the complicated flow phenomena, especially the plunging breaker. As wave propagates into shallow water, the shoaling effect leads to increaseof wave height, and at a certain position, the wave will be breaking. The breaking wave is powerfulagents for generating turbulence, which plays an important role in most of the fluid dynamicalprocesses in the surf zone, so a proper numerical model for describing the turbulent effect isneeded urgently. A numerical model is set up to simulate the wave breaking process, which consistsof a free surface model using the surface marker method and the vertical two-dimensional model thatsolves the flow equations. The turbulence is described by Large Eddy Simulation (LES) method wherethe larger turbulent features are simulated by solving the flow equations, and the small-scaleturbulence that is represented by a sub-grid model. A dynamic eddy viscosity sub-grid scale stressmodel has been used for the present simulation. The large eddy simulation model, which we presentedin this paper, can be used to study the propagation of a solitary wave in constant water depth andthe shoaling of a non-breaking solitary wave on a beach. To track free-surface movements, The TUMMACmethod is employed. By applying the model to wave breaking problem in the surf zone, we found thatthese model results compared very well with experimental data. In addition, this model is able toreproduce the complicated flow phenomena, especially the plunging breaker.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2003年第4期70-78,共9页 水动力学研究与进展B辑(英文版)
基金 ThisworkwassupportedbytheNationalNaturalScienceFoundationofChina (GrantNo :5 0 2 790 30 )andTheHongKongResearchGrantsundercontracts.(GrantNo :5 9890 2 0 0 )
关键词 breaking wave plunging breaker large eddy simulation (LES) dynamicsub-grid scale (DSGS) model surf zone marker and cell (MAC) method breaking wave plunging breaker large eddy simulation (LES) dynamicsub-grid scale (DSGS) model surf zone marker and cell (MAC) method
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  • 1[1]Amsden, A. A. and Harlow, F. H., 1970. A simplified MAC technique for incompressible fluid flow calculations, Journal of comp. physics, 6, 322~325.
  • 2[2]Brocchin, M. and Peregrine, D. H., 1996. Integral flow properties of the swash zone and averaging, J. Fluid Mech., 317,241~273.
  • 3[3]BAI, Y. C., ZENG, Q. and JIANG, C. B., 2001. Modeling Sediment Suspension by Waves Over A Plane Bed, XXIX, IHAR.
  • 4[4]Chan, R. K-C. and Stree, R. L., 1970. A computer study of finite amplitude water wave, Journal of comp. physics, 6, 68~94.
  • 5[5]Deardoff, J. W., 1970. A numerical study of three-dimensional turbulent channel flow at large Reynolds numbers, J. Fluid Mech., 41,453~480.
  • 6[6]Germano, M., Piomelli, U., Moin, P. and Cabot, W. H., 1991. Dynamic subgrid-scale eddy viscosity model, Phys. Fluid,A3 (7): 1760~1765.
  • 7[7]Germano, M., 1992. Turbulence: the filtering approach, J. Fluid Mech., 238, 325~336.
  • 8[8]Harlow, F. H. and Welch, J. E., 1965. Numerical calculation of time dependent viscous incompressible flow of fluid with free surface, Phys. Fluids., 8, 2182~2189.
  • 9[9]Kabiling, M. B. and Sato, S., 1993. Two dimensional nonlinear dispersive wave-current model and three-dimensional beach deformation model, Coast Eng. in Japan, 36, 195~212.
  • 10[10]Karamas, T. and Koutitas, C. A., 1992. Breaking wave propagation model based on the Boussinesq equation, Coast Eng., 18, 1~19.

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