Computational Modelling of Groundwater Inflow During a Longwall Coal Mining Advance: A Case Study from the Shanxi Province, China

被引:29
|
作者
Chen, Yuedu [1 ,2 ]
Selvadurai, A. P. S. [2 ]
Liang, Weiguo [1 ]
机构
[1] Taiyuan Univ Technol, Coll Min Engn, Taiyuan 030024, Shanxi, Peoples R China
[2] McGill Univ, Dept Civil Engn & Appl Mech, 817 Sherbrooke St West, Montreal, PQ H3A 0C3, Canada
基金
中国国家自然科学基金;
关键词
Groundwater flow; Biot poroelasticity; Permeability alterations due to stress changes; Computational modelling; NUMERICAL-SIMULATION; FRACTURED ROCK; PERMEABILITY; MINE; FLOW; CONSOLIDATION;
D O I
10.1007/s00603-018-1603-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper investigates groundwater inflow into a longwall working face of the Xiegou Coal Mine located in the northwest of the Shanxi province, China. Three modelling approaches, including basic Darcy modelling, full poroelastic modelling using Biot's classical theory, and the full Biot poroelastic modelling that takes into account permeability alterations of the coal seam and strata due to alterations in the mining-induced stress state, are used to estimate the fluid flow into the underground longwall coal mine as the excavation progresses. Based on plausible assumptions of hydrogeological structure, boundary conditions and mining conditions, a three-dimensional finite element model of the simplified geological setting is developed using the COMSOL software. The permeability changes in both the strata and the coal seam due to the mining are associated with the mining-induced stress changes and water pressure, and the correlation between them accords with the exponential relationship. The differences in the modelling results of three approaches were analyzed, and the simulation results are compared with the field measurements.
引用
收藏
页码:917 / 934
页数:18
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