近距离煤层开采覆岩裂隙活化特征与隔水层稳定性

Fracture activation in the overburden and aquiclude stability under the mining of close-distance coal seams

  • 摘要:
    背景 陕北侏罗纪煤田近距离煤层重复采动覆岩裂隙活化发育加剧,易导致隔水层失稳,引起地下水流失。
    方法 为揭示近距离煤层开采覆岩裂隙发育特征及隔水层稳定性,采用实测统计、物理相似模拟及理论分析相结合的方法,提出基于陕北侏罗纪煤田近距离煤层保水开采的主要煤岩组合类型划分,分析重复采动裂隙活化发育规律,建立重复采动隔水层稳定性判据。
    结果和结论 研究表明,依据该煤田上部近距离两层可采煤层煤−水赋存条件及地质特征,可分为薄及中厚−厚型(Ⅰ型)、厚−薄及中厚型(Ⅱ型)、厚−厚型(Ⅲ型)、薄及中厚−薄及中厚型(Ⅳ型)4种类型。得出基于上述4类条件采动覆岩上行与下行裂隙发育的隔水层破坏特征,重复采动裂采比(上行裂隙发育高度/复合采高)一般为14~30,相比上部单一煤层开采显著减小,下行裂隙发育深度为复合采高的1.6~3.0倍。建立基于重复采动裂隙发育高度(深度)的隔水层稳定性判据,当隔水层厚度大于等于重复采动裂隙发育高度、深度、安全厚度之和时,隔水层稳定,反之失稳;给出陕北侏罗纪煤田重复采动隔水层稳定性评价,包括稳定−稳定、稳定−失稳、失稳−失稳3种情况。研究成果可为陕北侏罗纪煤田近距离煤层保水开采的隔水层稳定性判据确定与控制提供理论基础。

     

    Abstract:
    Background In the Jurassic coalfield of northern Shaanxi Province, the repeated mining of close-distance coal seams exacerbates the activation of fractures in the overburden. This is prone to cause aquiclude instability, leading to groundwater loss.
    Methods This study aims to reveal the characteristics of fractures in the overburden and the aquiclude stability in the mining of close-distance coal seams. Using a method combining measurement statistics, physical simulations using similar materials, and theoretical analysis, this study proposed categorizing primary coal-rock combinations based on the water-preserved mining of close-distance coal seams in the Jurassic coalfield of northern Shaanxi. Additionally, this study analyzed the patterns of fracture activation induced by repeat mining and established the stability criterion for aquicludes under repeated mining.
    Results and Conclusions The results indicate that, based on the coal-water occurrence conditions and geological characteristics of two minable, close-distance coal seams in the upper part of the coalfield, the coal-rock combinations can be categorized into four types: thin and medium thick-thick (Type Ⅰ), thick-thin and medium thick (Type Ⅱ), thick-thick (Type Ⅲ), and thin and medium thick-thin and medium thick (Type Ⅳ) types. The characteristics of aquiclude failure caused by the development of upward and downward fractures in the overburden under the mining of the four coal-rock combinations were determined. Specifically, the upward fracture/composite mining height ratios under repeated mining generally vary from 14 to 30, significantly less than those under the mining of the single upper coal seam. Furthermore, the depths of downward fractures are 1.6 to 3.0 times the composite mining heights. The stability criterion for aquicludes was determined based on the repeat mining-induced fracture height (depth). Specifically, an aquiclude remains stable when its thickness is greater than or equal to the sum of repeat mining-induced fracture height (depth) and fracture-free thickness. Otherwise, they were unstable. The stability assessment of aquicludes in the Jurassic coalfield under repeated mining reveals that the aquicludes are in three conditions: stable-stable, stable-unstable, and unstable-unstable. These findings provide a theoretical basis for determining and controlling aquiclude stability in water-preserved mining of close-instance coal seams in the Jurassic coalfield of northern Shaanxi.

     

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