Study on the diffusion and deposition law of pore slurry in gangue filling zone based on CFD-DEM coupling

被引:0
|
作者
Ji, Zhongkui [1 ,2 ]
Gao, Lijun [3 ]
Guo, Shuquan [3 ]
Sun, Kui [1 ,4 ]
Ma, Wanchao [1 ,4 ]
Wu, Boqiang [2 ]
Xue, Xiaoyuan [2 ]
Chen, Pan [2 ]
机构
[1] Minist Nat Resources, Key Lab Min Geol Hazards Disaster Mech Prevent & C, Xian, Peoples R China
[2] China Coal Ind Xian Res Inst Grp Co Ltd, Xian, Peoples R China
[3] Shaanxi Coal Grp Shenmu lemon Tower Min Co Ltd, Yulin, Shaanxi, Peoples R China
[4] Shaanxi Prov Geol & Environm Supervis & Monitoring, Xian, Peoples R China
来源
PLOS ONE | 2024年 / 19卷 / 02期
关键词
REPOSE; ANGLE; FLOW; CALIBRATION; PARTICLES; SANDSTONE; MODEL; GOAF;
D O I
10.1371/journal.pone.0297151
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
In this study, the slurry diffusion in a cavity filled with coal gangue was studied by combining experimental and numerical simulation methods. By calibrating slurry and particle materials, the grouting process in coal gangue filling area is simulated successfully, and the change of slurry diffusion flow field and particle movement and settling process in different dimensions are deeply analyzed. Both experimental and numerical simulation results show that the particle settlement presents a bell-shaped curve, which is of great significance for understanding the particle movement and settlement behavior in the filling cavity. In addition, it is found that the grouting speed has a significant effect on the particle settlement during the slurry diffusion process. When the grouting speed increases from 0.1m /s to 0.2m /s, the particle settlement and diffusion range increases about twice. In the plane flow field, it is observed that the outward diffusion trend and speed of grouting are more obvious. It is worth noting that in the whole process of grouting, it is observed that with the increase of grouting distance and depth, both the velocity of slurry and particles show a trend of rapid initial decline and gradually slow down, and the flow velocity of slurry near the grouting outlet at a flow rate of 0.2m/s is 2-4 times that of 0.1m/s. This provides important enlightenment for the porous seepage effect at different grouting speeds.
引用
收藏
页数:20
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