煤炭工程 ›› 2022, Vol. 54 ›› Issue (6): 75-79.doi: 10.11799/ce202206015

• 生产技术 • 上一篇    下一篇

曹家滩煤矿顶板富水性分析及防治措施研究

吕扬,马晓涛,王嗣桐,李强   

  1. 陕西陕煤曹家滩矿业有限公司
  • 收稿日期:2021-09-24 修回日期:2021-11-12 出版日期:2022-06-15 发布日期:2022-07-06
  • 通讯作者: 吕扬 E-mail:1014299159@qq.com

Study on Water-rich of Roof in caojiatan mine and Analysis on Water Control Countermeasures

  • Received:2021-09-24 Revised:2021-11-12 Online:2022-06-15 Published:2022-07-06

摘要: 为了避免西部高强度开采矿区发生工作面顶板溃水溃沙灾害,以地表生态脆弱的榆神矿区曹家滩矿井的首采工作面为研究背景,分析了首采工作面煤层的地质概况,确定了影响工作面发生水害事故的充水因素,将物理探测和“三图”法相结合对首采工作面煤层顶板富水性特征及分区进行了综合论证分析。结果表明:大气降水和地表水是矿井的间接充水水源,煤层顶板导水裂隙带波及范围内的延安组、直罗组和基岩风化带含水层的水为直接充水水源|导水裂缝带是矿井发生水害事故的主要充水通道|矿井风化基岩含水层富水性较强,延安组为弱含水层。通过FLAC 3D研究了覆岩裂隙运动破坏规律,工作面推进至180m后,导水裂隙带发育速度增加,推进至240m后达到最大值约159m,覆岩的裂采比为26.5。结合上述分析,提出了以完善矿井水害监测系统和建设防排水系统、合理确定回采参数和培训防治水专业人员相结合的防治水技术改进措施。

关键词: 顶板水害, 富水性, 防治水技术, 高强度回采, 覆岩裂隙

Abstract: In order to avoid the roof water disaster caused by water and sand burst in the working face of the Western high-intensity mining area, this paper takes the first working face of caojiatan mine in Yushen mining area with fragile surface ecology as an example, analyzes the main control factors affecting the roof water disaster, and puts forward the water prevention countermeasures. The combination of physical detection and "three Diagrams" method is adopted to comprehensively demonstrate and analyze the water abundance characteristics of coal roof in the first mining face. The results show that the precipitation and surface water are the indirect water source of the mine, and the water from the aquifer of Yan 'an Formation, Zhiluo Formation and bedrock weathering zone in the affected area of the water-conducting fracture zone of coal seam roof is the direct water source. The water-conducting fracture zone is the main water-filling channel of mine water disaster. Mine weathered bedrock aquifer is rich in water and Yan 'an Formation is weak aquifer. FLAC 3D was used to study the motion and failure law of overburden fractures. When the working face advanced to 180m, the development speed of water-conducting fracture zone increased, and reached the maximum of 159m after the working face advanced to 240m, and the split-mining ratio of overburden was 26.5. Based on the sixteen character principle of water prevention and control, combined with the characteristics of water rich zoning of mine roof and the law of fracture development, the paper puts forward the water prevention and control technical measures of improving mine water disaster monitoring system and constructing waterproof and drainage system, reasonably determining mining parameters and training water prevention and control professionals, so as to jointly solve and prevent the occurrence of mine water disaster accidents. The research results of this paper have important theoretical and technical reference significance for the prevention of roof water disaster in the Western high-intensity mining area.

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