蒙陕接壤区深埋煤层顶板水疏降效果

    Dewatering and Depressurizing Effect of Roof Water in Deep Buried Coal Seam of Shaanxi and Inner Mongolia Contiguous Area

    • 摘要: 为了实现工作面安全回采前顶板水的充分疏降,根据特大型煤矿深埋煤层的井下特点,研究了“管路放水+落地放水”与“中转水仓+水沟”相结合的顶板水疏降方法。结果表明:工作面切眼附近44个疏放水钻孔的总涌水量基本稳定在150 m3/h,且在增加或减少疏放水钻孔疏放数量后,总涌水量基本不变,钻孔涌水量主要为动态补给量;疏放水中心区域的T16-5孔水压从4.8 MPa降至0.9~1.0 MPa,且其它观测孔水位、水压均已达到稳定状态,形成稳定的降落漏斗。

       

      Abstract: In order to achieve sufficient dewatering and depressurizing of roof water and safe mining of coal mining face, we research a kind of roof water dewatering and depressurizing consisted of "drain line drainage and floor drainage" and "the transfer of water warehouse and drainage ditch" based on the underground features of large coal mine and deep buried coal seam. The results show that total water yield for 44 drainage holes around open-off cut is stable at 150 m3/h, and total water yield keep stable when the number of drainage holes is changed. The water yield of drainage holes is primary dynamic water yield. Water pressure of T16-5 hole changes from 4.8 MPa to (0.9 to 1.0) MPa in central zone of roof water drainage. Other water pressure of observation hole is stable too, and roof aquifer has formed a stable cone of depression.

       

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