曹海东. 煤层顶板次生离层水体透水机理及防治技术[J]. 煤田地质与勘探, 2017, 45(6): 90-95. DOI: 10.3969/j.issn.1001-1986.2017.06.015
引用本文: 曹海东. 煤层顶板次生离层水体透水机理及防治技术[J]. 煤田地质与勘探, 2017, 45(6): 90-95. DOI: 10.3969/j.issn.1001-1986.2017.06.015
CAO Haidong. Mechanism and control technology of water inrush from secondary separated bed on coal seam roof[J]. COAL GEOLOGY & EXPLORATION, 2017, 45(6): 90-95. DOI: 10.3969/j.issn.1001-1986.2017.06.015
Citation: CAO Haidong. Mechanism and control technology of water inrush from secondary separated bed on coal seam roof[J]. COAL GEOLOGY & EXPLORATION, 2017, 45(6): 90-95. DOI: 10.3969/j.issn.1001-1986.2017.06.015

煤层顶板次生离层水体透水机理及防治技术

Mechanism and control technology of water inrush from secondary separated bed on coal seam roof

  • 摘要: 为了研究以煤层顶板弱富水含水层为直接充水水源的顶板透水机理,并探索防治方法,以宁夏宁东煤田红柳煤矿1121工作面开采期间发生的4次大规模透水为切入点,通过理论分析、数值模拟并结合井下钻探等工程技术手段,得出该工作面透水是由煤层开采后顶板岩移形成的次生离层水体引发,提出了煤层顶板覆岩中隔水关键层是造成次生离层水体透水的必要条件;研究了隔水关键层位置、尺寸及其水理性质对次生离层水体周期性透水的控制作用;确定了临界隔水关键层厚度为18 m,并提出了次生离层水体致灾前疏放的最佳时机为次生离层水体形成且周期垮落前,最佳位置垂向上为煤层A主隔水关键层顶板,平面上位于下顺槽距煤帮1/6~1/3工作面斜长范围。

     

    Abstract: In order to study roof water inrush mechanism that the direct water filling source is weak water yield aquifer on coal seam, and explore the prevention and treatment method, based on 4 large-scale water inrushes during 1121 working face mining of Hongliu coal mine in Ningdong mine area, through theoretical analysis, numerical simulation and borehole drilling underground, it is concluded that the working face water inrush was induced by water in separated bed formed from overlying strata movement after coal mining. The key aquifuge of overlying strata was the necessary condition of water inrush from bed separation. The control function of periodic water inrush from secondary separated bed was researched based on the location, size and hydrogeology property of key aquifuge. The thickness of critical key aquifuge is 18 m, and the best time of water drainage is between bed separation water formed and periodic roof caved before water inrush occurred. The best position of water drainage is above the key aquifuge of coal seam in vertical direction and near the wall of lower tunnel in the plane for 1/6~1/3 of working face width. The research results were used in the similar condition mine widely.

     

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