向斜轴部煤层顶板水疏放效果定量化评价

    Quantitative Evaluation on Dewatering of Roof Water in Synclinal Shaft Coal Seam

    • 摘要: 针对煤层顶板水疏放效果定性分析存在的过度疏放问题,采用钻孔涌水量衰减率、含水层水头高度、疏放水总量及残余水量等定量指标,对新疆大南湖一矿1305工作面(尤其是向斜轴部区域)进行疏放水效果定量化评价。结果表明,1305工作面疏放水总量小于工作面静储量,向斜轴部区域的疏放水钻孔涌水量衰减率较小,运输巷侧水头高度高出含水层顶板约45 m,未实现有效疏放,仍需适当加密疏放水钻孔继续疏放,可为疏放水效果评价提供一定的定量化依据,确保煤层顶板水的有效疏放。

       

      Abstract: In view of the excessive dewatering of roof water caused by qualitative analysis, the attenuation rate of water inflow in borehole, the head height of aquifer, the total amount of water dewatering and the residual water are chosen to quantitatively evaluating dewatering of Dananhu Coal Mine 1305 working face in Xinjiang Province, especially in the core of fold.The results show that the total amount of water dewatering is less than static reserve, the attenuation rate of water inflow in borehole in synclinal shaft is small, and the head height of aquifer is 45 m higher than the roof of aquifer. All of this indicates that the dewatering effectively is unrealized, which should be appending drill holes to dewatering. It can provide a certain quantitative basis for quantitative evaluation on dewatering of roof water and make sure the dewatering effectively.

       

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