Discrete particle model of aeolian sand transport: Comparison of 2D and 2.5D simulations

被引:18
作者
Kang, Liqiang [1 ,2 ]
机构
[1] Beijing Normal Univ, State Key Lab Earth Surface Proc & Resource, Beijing 100875, Peoples R China
[2] Beijing Normal Univ, MOE Engn Res Ctr Desertificat & Blown Sand Contro, Beijing 100875, Peoples R China
基金
中国国家自然科学基金;
关键词
Aeolian sand transport; Discrete particle model; 2.5D simulation; SALTATION; FORCES; WIND;
D O I
10.1016/j.geomorph.2011.12.005
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
A discrete particle model is applied to describe aeolian sand transport. In this model, the inter-particle collisions and the fluid-particle coupling interactions are considered, the fluid turbulence is treated with a mixing length theory, and the motion of each particle is directly tracked. The 2.5D model includes the 2D flow for gas and the 3D motion for sand particles. The differences between 2D and 2.5D simulations are compared. The results show that the 2.5D simulation can produce the non-uniform distribution of particle in the spanwise direction. In the 2D simulation, the particle motion is limited only to a vertical plane, so the number density or concentration of particle in the 2D simulation is artificially increased. The particle concentration in the 2.5D simulation is less than that in the 2D simulation. Both the mean horizontal velocity of particles and the wind velocity in the 2.5D simulation are more than those obtained in the 2D simulation. The decay rate of sand mass flux with increasing height in the 2.5D simulation is larger than that in the 2D simulation. In the saltation layer, the particle shear stress in the 2.5D simulation is less than that in the 20 simulation, while the fluid shear stress in the 2.5D simulation is larger than that in the 2D simulation. The 2.5D model can consider the particle motion in all the three coordinate directions and improve the simulated results of the 2D model, and thus acquire better results. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:536 / 544
页数:9
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