多孔介质内颗粒迁移和沉积的孔隙尺度模拟——基于LBM-DEM-IMBM耦合模型

Journal: Building Development DOI: 10.12238/bd.v6i6.3995

周彦杰, 杨颖

盐城工业职业技术学院

Abstract

在地下水源热泵运行过程中,回灌过程会导致土壤渗透性的损害,导致系统失效。采用耦合格子Boltzmann方法、离散单元法和浸没移动边界法(LBM-DEM-IMB)研究了颗粒在多孔介质中的迁移。采用DKT现象来验证了程序的准确性。分析了浓度、入口流速和pH对多孔介质堵塞过程的耦合影响。结果表明,pH的变化主要影响排斥屏障,排斥势垒的降低促进了颗粒的沉积,尤其当入口流速较低时。对于中性悬浮液,存在临界速度具备最高的沉积率。当入口流速较低,浓度增加促进颗粒沉积。当入口流速较高时,随着浓度增长,颗粒滞留率先降低后增长。入口流速的增加有助于保持多孔介质的渗透率。

Keywords

流-固耦合;格子Boltzmann方法;离散单元法;浸没移动边界法

References

[1] RybachL;Sanner B. Ground-Source Heat Pump Systems -The European Experience.Geo Heat Center Quarterly Bulletin. 2000;21(1):16-26.
[2] Sanner B; Karytsas C; Mendrinos D; Rybach L. Current status of ground source heat pumps and underground thermal energy storage in Europe. Geothermics. 2003;32(4-6):579-88.
[3] Alem A; Elkawafi A; Ahfir N-D; Wang H. Filtration of kaolinite particles in a saturated porous medium: hydrodyna mic effects.Hydrogeology Journal.2013;21(3):573-86.
[4] Fallah H; Fathi HB; Mohammadi H. The Mathematical Model for Particle Suspension Flow through Porous Medium. Geomaterials.2012;02(03):57-62.
[5] Ding Y;Wen D.Particle migration in a flow of nanopart icle suspensions. Powder Technology.2005;149(2-3):84-92.
[6] Fan W; Li Q; Huo MX; Wang XY; Lin SS.Transport of bact erial cell (E. coli) from different recharge water resources in porous media during simulated artificial groundwater rech arge.Front Env Sci Eng.2020;14(4):13.
[7] Feng Q; Cha L; Dai C; Zhao G; Wang S. Effect of particle size and concentration on the migration behavior in porous media by coupling computational fluid dynamics and discrete element method. Powder Technology.2020;360:704-14.
[8] Hou J; Xu X; Lan L; Miao L; Xu Y; You G, et al. Transport behavior of micro polyethylene particles in saturated quartz sand: Impacts of input concentration and physicochemical fact ors.Environmental Pollution.2020;263.

Copyright © 2022 周彦杰, 杨颖

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License