煤炭工程 ›› 2024, Vol. 56 ›› Issue (11): 149-148.doi: 10.11799/ce202411021

• 研究探讨 • 上一篇    下一篇

基于微震监测的工作面底板破坏曲面提取方法

李萍,姜旭,段建华,等   

  1. 1. 煤炭科学研究总院
    2. 中煤科工西安研究院(集团)有限公司
    3. 中煤科工集团西安研究院有限公司
  • 收稿日期:2023-11-11 修回日期:2024-08-01 出版日期:2023-11-20 发布日期:2025-01-03
  • 通讯作者: 姜旭 E-mail:760580039@qq.com

Reseach on Measuring Failure Depth of Working Face Floor Based On Microseismic Monitoring

  • Received:2023-11-11 Revised:2024-08-01 Online:2023-11-20 Published:2025-01-03

摘要: 我国矿山安全生产形势明显好转,但水害事故是矿井主要灾害之一,准确预测工作面回采过程中底板破坏程度是承压水上采煤水害防治的关键技术之一。根据葛泉矿东井地质特征和11916工作面具体情况,利用“井-地-孔”联合微震监测技术,对回采中底板破坏过程进行监测,在微震定位的基础上,采用微震事件数量直方图和密度图的统计方法,初步获得底板破坏深度为15 m|根据地质数据建立三维地质模型并划分均匀网格,结合微震发生位置、释放能量及数量等震源参数,计算每个网格的能量密度,采用MC算法最终获得底板破坏曲面。结果表明,底板破坏深度不仅与微震事件数量有关,还与微震释放能量、破坏半径以及巷道底板起伏有关,从底板破坏曲面分析得出回风巷道底板破坏深度约为10 m,运输巷附近底板破坏深度约为15 m。最后,将其与钻孔压水试验测试得到的数值对比,证明基于微震监测底板破坏曲面预测方法能更加准确、精细获得底板破坏分布情况。

关键词: 导水通道, 微震监测, 底板破坏曲面, 微震能量密度, 压水试验

Abstract: Coal mine water disaster is one of the main disasters in coal mines, with highly destructive.It not only prone to causing property damage to enterprises, but also leads to heavy casualties, and it is difficult to carry out emergency rescue and resume production. The water channel is one of the three elements of coal mine water disaster. The failure of coal mine floor can generate cracks and also trigger microseismic events. Therefore, microseismic monitoring technology can monitor the depth failure of the working face floor. Due to factors such as non-uniform rock layers, undulations in the floor, and hidden structures, the depth of floor failure is not uniform. In this paper, the well ground hole microseismic monitoring technology is used to monitor the mining damage of the 11916 working face floor in Gequan Mine. A three-dimensional geological model of the working face floor is established based on data such as floor contours, tunnel exposure, and floor grouting holes. Subsequently, the floor rock stratum was divided into several grids and the microseismic energy density of each grid was calculated, thereby obtaining the isosurface of microseismic energy density and deducing the floor failure surface. The segmented water pressure test was used to detect the depth of the floor failure in different areas. The results showed that the floor failure surface and its change trend using this method were highly consistent with the water pressure test results, confirming the feasibility and availability of this method.

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