中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (S1): 122-129.doi: 10.16265/j.cnki.issn1003-3033.2025.S1.0019

• 安全工程技术 • 上一篇    下一篇

基岩裂隙水工作面的顶板疏放水研究

董华东(), 乔龙, 刘鸡维, 许杰, 雷凯春   

  1. 国能锦界能源有限责任公司, 陕西 榆林 719000
  • 收稿日期:2025-02-05 修回日期:2025-05-11 出版日期:2025-09-02
  • 作者简介:

    董华东 (1988—),男,山西忻州人,硕士,高级工程师,主要从事矿山压力与矿井开采技术方面的工作。E-mail:

    乔龙, 工程师

    许杰, 工程师

    雷凯春, 工程师

Research on roof water drainage of bedrock fissure water working face

DONG Huadong(), QIAO Long, LIU Jiwei, XU Jie, LEI Kaichun   

  1. Jinjie Energy Group of China Energy Investment Corporation, Yulin Shaanxi 719000, China
  • Received:2025-02-05 Revised:2025-05-11 Published:2025-09-02

摘要: 为解决锦界煤矿工作面顶板侏罗系直罗组风化基岩裂隙水导通后可能引发的突水风险,以31302工作面为研究对象,构建集地球物理探测与定向钻探于一体的顶板水害防控技术体系。首先,基于导水裂隙带发育高度判据(正常基岩厚度<58.6 m),采用音频电穿透和无线电波透视技术识别含水层富水异常区;然后,利用井下电视成像技术,进一步研究导水裂隙带的空间分布特征和发育特性;最后,在探测结果的基础上,部署61个顶板疏放钻孔(总进尺8 652 m),实现静储量规模化疏排。结果表明:疏放初期峰值涌水量达3 032.10 m3/h,稳定阶段涌水量为889 m3/h,累计泄水量349.5万m3,含水层水位最大降深达8.58 m。

关键词: 基岩, 裂隙水, 顶板疏放水, 物理探测, 钻探

Abstract:

In order to avoid the risk of water inburst caused by connectivity of the weathering bedrock fissure water of the Jurassic Zhiluo Formation in the working face roof of Jinjie Coal Mine, the 31302 working face was taken as the research object, and a roof water hazard prevention and control technology system integrating geophysical detection and directional drilling was constructed. First, based on the criterion of development height of water-conducting fissured zone (normal bedrock thickness <58.6 m), audio electrical penetration and radio wave perspective technology were used to identify the water-rich abnormal area of aquifers. Then, downhole television imaging technology was used to study the spatial distribution characteristics and development features of the water-conducting fissured zone. Finally, according to the detection results, 61 roof drainage boreholes (total footage of 8 652 m) were deployed to realize large-scale drainage of static reserves. The monitoring results show that the peak water inflow in the initial drainage stage is 3 032.10 m3/h, and the water inflow in the stable stage is 889 m3/h; the cumulative water discharge is 3.495 million m3, and the maximum depth reduction of the aquifer's water level is 8.58 m.

Key words: bedrock, fissure water, roof water drainage, physical detection, drilling

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