煤炭工程 ›› 2019, Vol. 51 ›› Issue (2): 92-96.doi: 10.11799/ce201902021

• 研究探讨 • 上一篇    下一篇

侏罗系煤田宝塔山砂岩含水层疏放水可行性研究

李德彬   

  1. 中煤科工集团西安研究院有限公司
  • 收稿日期:2018-10-12 修回日期:2018-12-14 出版日期:2019-02-20 发布日期:2019-03-19
  • 通讯作者: 李德彬 E-mail:18792662791@126.com

Study on the feasibility of water drainage in the baotashan sandstone aquifer in Jurassic coal field

Li Debin   

  • Received:2018-10-12 Revised:2018-12-14 Online:2019-02-20 Published:2019-03-19
  • Contact: Li Debin E-mail:18792662791@126.com

摘要: 为了论证侏罗系煤田底板宝塔山裂隙砂岩含水层疏放可行性,选取宁东碎石井矿区灵新煤矿为例,利用井下单孔和多孔放水试验,分析了底板放水钻孔涌水量动态变化规律,评价了底板含水层放水效果和疏放可行性。结果表明:放水孔初期涌水量较大,经一周左右时间流量明显逐渐降低并趋于稳定|放水稳定时刻,形成以放水孔为中心的降落漏斗,且影响半径较大(均大于700m),各孔水压明显降低|由单孔放水到三孔叠加放水,降落漏斗形态不断扩大,影响半径逐渐增大,各孔水压逐渐降低。单孔放水阶段,FS2、G1和G2孔水压计算的底板突水系数小于正常标准(0.1MPa/m)|多孔放水阶段,FS2、JG、JF、G1和G2孔水压计算的底板突水系数小于正常标准。说明煤层底板砂岩含水层具有可疏放性,可通过底板钻孔放水实现对含水层的超前疏放,保障工作面的安全开采。

关键词: 侏罗系煤田, 砂岩含水层, 放水性试验, 超前疏放

Abstract: In order to demonstrate the water drainage feasibility of the Baotashan fissured sandstone aquifer at the bottom of the Jurassic coalfield, the water drainage tests were performed using single borehole or multi boreholes in lingxin coal mine located in Ningdong mining area as an example. Then, we analyzed the dynamic variation law of the borehole outflow rate and evaluated the effect and feasibility of water drainage aimed at the bottom aquifer. The test results show that at the initial stage, the borehole discharge is large, and the flowrate gradually decreases and become stable after a week or so. A landing funnel centering on the water discharge borehole is formed when the valve was closed, and the influence radius is large (both greater than 700m), and the water pressure of each borehole is significantly reduced. From single borehole drainage to three boreholes superimposed drainage, the shape of the landing funnel keeps expanding, the influence radius gradually increases, and the water pressure of each borehole decreases gradually. The water inrush coefficient of the coal seam floor calculated by water pressure of FS2, G1 and G2 holes is less than the normal standard (0.1mpa /m) in the water drainage stage using single borehole. The water inrush coefficient of the coal seam floor calculated by the water pressure of FS2, JG, JF, G1 and G2 holes is lower than the normal standard during the period when multi boreholes were used for water drainage. It shows that it is feasible to realize the advance dredging and releasing of the sandstone aquifer located at the bottom of the coal seam through water drainage tests, so as to ensure the safe mining of the working face.

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