霄云煤矿1313工作面隐伏陷落柱突水机理分析
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Analysis on Water Inrush Mechanism of Hidden Collapse Column in No.1313 Working Face of Xiaoyun Coal Mine
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
    摘要:

    水害已成为威胁煤矿安全生产的重要灾害之一,不仅会对井下工作人员的安全造成极大的威胁,还会给煤矿的经济造成重要的损失。煤矿的水文地质条件受地层、构造、岩浆岩等影响因素较大,使得水害的类型繁多,特别是对隐伏型导水构造的精细探查预测能力不足,使其成为了矿井水害的重要导水通道。霄云煤矿1313工作面发生突水灾害,虽然该区域位于三维地震范围内,但受地震技术手段的限制,3煤层之下岩煤层分辨率很低,三维地震精细报告及井下瞬变电磁成果均未解释此区域内有陷落柱发育。通过对矿井内的地质地层、构造、岩浆岩及水文地质概况等资料的研究以及对突水后的水质、邻近奥灰长观孔水文观测、水温的分析,认为突水水源为奥陶纪灰岩含水层,通过后期的注浆钻孔漏失深度及注浆情况,能够确定该处存在一个半径约为9.00m的陷落柱,发育高度约为116m。据此综合判断该次矿井突水的通道为隐伏在3煤层底板之下的陷落柱构造。

    Abstract:

    Water disaster has become one of the most important disasters that threaten the safety of coal mine production. It will not only cause great threat to the safety of underground workers, but also cause important losses to the economy of coal mine. The hydrogeological conditions of coal mines are greatly affected by strata, structures, magmatic rocks and other factors, which makes the types of water disasters various. Especially, the ability of fine exploration and prediction of concealed water conducting structures is insufficient, which makes it an important water diversion channel for mine water disasters. Water inrush occurred in No.1313 working face of Xiaoyun coal mine. Although the area is within the scope of 3D seismic, due to the limitation of seismic technology, the resolution of rock and coal seam under coal seam 3 is very low. The 3D seismic fine report and underground transient electromagnetic results have not explained the development of collapse column in this area. Based on the study of geological stratum, structure, magmatic rock and hydrogeological survey in the mine, as well as the analysis of water quality after water inrush, hydrological observation of adjacent Ordovician limestone observation hole and water temperature, it is considered that the water inrush source is Ordovician limestone aquifer. Through the leakage depth and grouting situation of grouting hole in the later stage, it can be determined that there is a subsided column with half diameter of 9.00m, The height of development is about 116m. Based on this, it is comprehensively judged that the channel of water inrush in the mine is a subsided column structure hidden under the floor of No.3 coal seam.

    参考文献
    相似文献
    引证文献
引用本文

赵元强,李肖兰.霄云煤矿1313工作面隐伏陷落柱突水机理分析[J].山东国土资源,2020,36(10):

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2020-10-21