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基于压渗试验的城郊煤矿深部二水平区域底板岩层阻渗性能研究

Study on impermeability of floor strata in deep two-level area of suburban coal mine based on pressure permeability test

  • 摘要: 为研究城郊煤矿煤层底板关键岩层阻渗能力,评价工作面水害治理效果,采用现场压渗试验方法对煤层底板3段岩层进行现场压水测试,收集了现场注水水压、注水流量、测压孔水压等实测数据。结果显示:矿井煤层底板3段岩层在原始状态时阻渗能力较强,不存在导渗现象,仅砂质泥岩压裂导通形成导渗条件;对比3段岩层初次和重复2个压水过程可知,监测孔水压与注水孔水压的变化趋势一致,但重复压水的导渗时间比初次压水明显缩短,说明在初次压水后形成了一定的导渗裂隙。采用渗透系数和抗阻能力作为评价指标,对岩层阻渗性能进行了量化评价,最大渗透系数仅为8.94×10-6 cm/s,表明测试岩层具有微透水的特点。

     

    Abstract: In order to study the impermeability of key rock strata of coal seam floor in suburban coal mines and evaluate the effect of water disaster treatment in working face, the method of on-site pressure permeability test was used to test the three rock strata of coal seam floor, and the measured data of on-site water injection pressure, water injection flow and water pressure of pressure tap were collected. The results show that the rock stratum in three rock strata of the coal seam floor has strong permeability resistance in the original state, there is no permeability phenomenon, and only the fracturing conduction of sandy mudstone leads to permeability conditions; comparing the initial and repeated water pressure processes of the three rock strata, it can be seen that the change trend of the water pressure of the monitoring hole is consistent with that of the water injection hole, but the permeability time of the repeated water pressure is significantly shorter than that of the initial water pressure, indicating that a certain permeability fracture is formed after the initial water pressure. The permeability coefficient and resistance capacity are used as indexes to quantitatively evaluate the permeability resistance of rock strata, and the maximum permeability coefficient is only 8.94×10-6 cm/s, the results show that the test rock strata has the characteristics of micro permeability.

     

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