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Kinetic Theories of Geodesic Acoustic Modes:Radial Structure,Linear Excitation by Energetic Particles and Nonlinear Saturation'
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作者 QIU Zhiyong(仇志勇) Fulvio ZONCA CHEN Liu(陈骝) 《Plasma Science and Technology》 SCIE EI CAS CSCD 2011年第3期257-266,共10页
Geodesic acoustic modes(GAMs)are oscillating zonal mode structures unique to toroidal plasmas and are capable of regulating microscopic turbulence and associated transports.Inthispaper,three important aspects of GAM... Geodesic acoustic modes(GAMs)are oscillating zonal mode structures unique to toroidal plasmas and are capable of regulating microscopic turbulence and associated transports.Inthispaper,three important aspects of GAM dynamics are investigated,namely(1) GAM continuous spectrum and its mode conversion to kinetic GAM (KGAM);(2) 1inear excitation of energetic particle induced GAM (EGAM) and its coupling to the GAM continuum, and (3) nonlinear saturationofEGAMviawaveparticletrapping.TheanalogybetweentheGAM 展开更多
关键词 geodesic acoustic mode CONTINUUM energetic particles wave particle trapping
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Investigation of fluid flow-induced particle migration in granular filters using a DEM-CFD method 被引量:3
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作者 黄青富 詹美礼 +2 位作者 盛金昌 罗玉龙 速宝玉 《Journal of Hydrodynamics》 SCIE EI CSCD 2014年第3期406-415,共10页
In embankments and earth dams, the granular filter used to protect the base soil from being eroded by the fluid flow is a major safety device. In this paper, the migration mechanism of the base soil through this type ... In embankments and earth dams, the granular filter used to protect the base soil from being eroded by the fluid flow is a major safety device. In this paper, the migration mechanism of the base soil through this type of filters with a fluid flow in the base soil-filter system is studied by using the coupled distinct element method and computational fluid dynamics(DEM-CFD) model. The time-dependent variations of the system parameters such as the total eroded base soil mass, the distribution of the eroded particles within the filter, the porosity, the pore water pressure, and the flow discharge are obtained and analyzed. The conceptions of the trapped particle and the trapped ratio are proposed in order to evaluate the trapped condition of the base soil particles in the filter. The variation of the trapped ratio with time is also analyzed. The results show that the time evolutions of the parameters mentioned above are directly related to the gradation of the filter, which is defined as the representative particle size ratio of the base soil to the filter using an empirical filter design criterion. The feasibility of the model is validated by comparing the numerical results with some experimental and numerical results. 展开更多
关键词 base soil-filter system distinct element method trapped ratio representative particle size ratio
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