| 833 | 13 | 7 |
| Downloads | Citas | Reads |
In order to study the impact of the dam break of the Huiling tailings pond in Guangxi on the downstream region, a three-dimensional model of the tailings pond region conforming to the actual terrain was established with the help of GOCAD and Rhino software. In addition, PFC3D discrete element simulation software was used to simulate the state of dam break when the tailings pond runs to the final accumulation elevation +490 m, and the possible submerged range of tailings discharge and the area affected by tailings debris flow were analyzed. The results show that the evolution rate of tailings debris flow increases rapidly to the maximum value in a short time after dam break, and then decreases gradually. The farther away from the dam site, the faster the reduction of tailings debris flow evolution rate is. When the evolution time of dam break is 1 100 s, the furthest evolution distance of tailings is 1 215 m at the foot of tailings dam, the maximum width of the drainage body is 853 m, and the maximum depth is about 30 m. In the process, many sensitive points are submerged. The research provides decision-making information for early warning, personnel evacuation and flood relief of tailings pond accident.
[1] 朱远乐,刘婷,王淇萱,等.某铁矿尾矿库溃坝砂流演进过程数值模拟研究[J].现代矿业,2022,38(4):167-171.
[2] 刘婷,廖文景,朱远乐.尾矿库溃坝模拟范围及应急预案研究[J].采矿技术,2022,22(1):119-123.
[3] 毛翼飞,徐力群,史亚旋,等.基于分段模型法的尾矿库溃坝影响预测分析[J].水电能源科学,2019,37(11):100-103,14.
[4] 陈俊,姜清辉,姚池,等.尾矿库溃坝数值模拟研究[J].水电能源科学,2017,35(10):90-94.
[5] 吕松峰,张慧颖,王新华,等.基于MatDEM的三维实际地形尾矿库溃坝数值模拟[J].铀矿冶,2022,41(2):155-163.
[6] 王涛,韩彦辉,朱永生,等.PFC2D/3D颗粒离散元计算方法及应用[M].北京:中国建筑工业出版社,2020.
Basic Information:
DOI:10.20040/j.cnki.1000-7709.2023.20221577
China Classification Code:TD926.4;TV122.4
Citation Information:
[1]ZHU Yuan-le,ZHAO Xin-yong,WANG Qi-xuan ,et al.Research on Three-dimensional Numerical Simulation of Dam Break of Huiling Tailings Pond Based on PFC3D[J].Water Resources and Power,2023,41(08):94-97.DOI:10.20040/j.cnki.1000-7709.2023.20221577.
Fund Information:
金属矿山安全技术国家重点实验室开放基金(CKY/YJ202101); 湖南省应急管理厅科技专项(2020YJ002)
2022-08-01
2022
2022-09-14
2022
2023-05-31
1
2023-08-25
2023-08-25