采煤扰动下覆岩隔水层渗透性演变与工作面全生命周期涌水量预计: 以红柳矿区为例
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X93

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国家自然科学基金面上项目(42472306);国家自然科学基金青年科学基金项目(52304238)


Permeability evolution of overlying rock aquiclude under underground coal mining and prediction of water inflow throughout the coalface entire life cycle:A case study of Hongliu mining area
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    摘要:

    以宁东侏罗纪煤田红柳矿区为工程背景,在充分分析采煤扰动应力演化全过程规律基础上,选取两种典型覆岩岩性(粉砂岩和泥质砂岩),开展了采煤扰动全过程应力路径下煤层覆岩隔水层应力渗流耦合试验,构建了煤层覆岩隔水层渗透系数演化数学模型;结合MATLAB和COMSOL Multiphysics,建立了工作面全生命周期涌水量预测模型,并与现场实测涌水量值验证对比。结果表明:(1)经采煤扰动应力作用后的煤层覆岩隔水层渗透系数均较未开采前有所增加,渗透压对泥质砂岩渗透系数的影响显著大于粉砂岩,可能与其易冲蚀特性和层理角度有关;(2)随工作面推进,涌水量近似呈幂函数增长,当推进200 m时,涌水量达到最大值42.1 m3/h,其初期增幅较大,中后期增幅逐渐减缓;当开采结束后,随采后时间增加,其初期下降速率较大,中后期下降速率逐渐减缓甚至停止;(3)工作面不同推进距离下数值模拟预计涌水量与实测涌水量的平均预测误差为4.14%,表明模型精度较高。基于此,进一步预测了工作面开采结束后不同时间段的涌水量。研究成果可为采煤工作面涌水量精准预测和采空区积水量过程预计等工程实践问题提供基础理论依据。

    Abstract:

    Taking the Hongliu mining area of the Jurassic coalfield in Ningdong as the engineering background, based on a thorough analysis of the entire process of stress evolution caused by coal mining disturbance, two typical overlying rock types (siltstone and muddy sandstone) were selected, and then a stress-seepage coupling test of the coal seam overburden aquiclude under the entire process of coal mining disturbance stress path was carried out, and a mathematical model for the permeability coefficient evolution of the coal seam overburden aquiclude was constructed. A prediction model for water inflow throughout the entire life cycle of the coalface was established by combining MATLAB and COMSOL Multiphysics, and compared with the on-site measured water inflow values for verification. The results show that: (1) The permeability coefficient of the coal seam overburden aquiclude after the action of the coal mining disturbance is all increased compared with that before mining. The influence of permeation pressure on the permeability coefficient of muddy sandstone is significantly greater than that of siltstone, which may be related to its erosion susceptibility and bedding angle. (2) With the advancement of the coalface, the water inflow volume approximately increases in a power function. When the coalface advances 200 m, the water inflow volume reaches the maximum value of 42.1 m3/h, with a significant increase in the initial stage and a gradual slowdown in the middle and later stages. After the coalface is mined, with the increase of the post-mining time, the initial decline rate is relatively large, and the decline rate gradually slows down or even stops in the middle and later stages. (3) The average prediction error between the predicted water inflow from numerical simulation and the measured water inflow at different advancing distances of the coalface is 4.14%, indicating that the model has high accuracy. Based on this, the water inflow at different time periods after the completion of mining in the coalface was further predicted. The study results can provide a theoretical basis for the precise prediction of water inflow volume in coal mining coalfaces and the prediction of the water accumulation process in goafs.

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刘士亮,王傲,顾玉龙,等. 采煤扰动下覆岩隔水层渗透性演变与工作面全生命周期涌水量预计: 以红柳矿区为例[J]. 科学技术与工程, 2026, 26(26): 11514-11524.
Liu Shiliang, Wang Ao, Gu Yulong, et al. Permeability evolution of overlying rock aquiclude under underground coal mining and prediction of water inflow throughout the coalface entire life cycle:A case study of Hongliu mining area[J]. Science Technology and Engineering,2026,26(26):11514-11524.

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  • 收稿日期:2025-07-25
  • 最后修改日期:2026-09-13
  • 录用日期:2026-01-22
  • 在线发布日期: 2026-09-29
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