覆岩导水裂隙带发育高度钻孔电阻率法动态监测研究

    Dynamic monitoring of water-conducting fracture zone development height in overlying strata using borehole resistivity method

    • 摘要: 煤层开采扰动作用下,顶板覆岩破坏形成由垮落带、导水裂隙带及弯曲下沉带构成的三带结构。其中,导水裂隙带作为沟通采空区与含水层的水力通道,当其发育高度突破隔水关键层或延伸至含水层时,会诱发顶板突水或老空水渗漏等重大水害事故。现有导水裂隙带高度预测方法多基于经验公式估算或静态观测手段,存在空间分辨率低、动态监测能力不足等问题,难以满足采动裂隙三维动态发育过程的高精度探测需求。为实现导水裂隙带发育高度的全空间动态监测,结合覆岩破坏一般规律,通过集成并行电法数据采集、全空间电阻率三维反演与时移电阻率成像方法,提出了钻孔电阻率全空间动态监测方法。该方法通过钻孔布设电极阵列获取覆岩的电场响应特征,利用三维反演重建地下电性结构,结合时移成像分析电阻率时空变化特征,从而动态追踪导水裂隙带的发育过程。在长城五矿1302N工作面工程实践中,应用钻孔电阻率全空间动态监测方法对覆岩导水裂隙带发育过程进行追踪。通过对采动过程中各阶段的电阻率反演剖面图进行分析解释,揭示了导水裂隙带呈现出“裂隙萌生-加速发育-稳定成型”的动态演化特征,确定了该工作面导水裂隙带的最大发育高度为58 m,双端堵漏分段注水法结果与其结果相吻合,验证了动态监测结果的准确性。该方法体系在覆岩采动裂隙发育探测中展现出良好的工程适用性与科学有效性,可为类似矿区水害防控提供理论依据与技术参考。

       

      Abstract: In coal seam mining, the overlying strata are subjected to structural damage, forming a three-zone configuration comprising the caved zone, water-conducting fracture zone, and bending subsidence zone. The water-conducting fracture zone, acting as a hydraulic channel between the goaf and aquifers, may trigger roof water inrush or mine water leakage when its height exceeds the impermeable key stratum or extends into aquifers. Existing prediction methods for fracture zone height primarily rely on empirical formulas or static monitoring, which suffer from low spatial resolution and insufficient dynamic monitoring capabilities, thus failing to meet the high-precision detection requirements for the three-dimensional dynamic evolution of mining-induced fractures. To achieve full-space dynamic monitoring of fracture zone development, a borehole resistivity dynamic monitoring method is developed by integrating parallel electrical data acquisition, three-dimensional full-space resistivity inversion, and time-lapse resistivity imaging, based on the general failure patterns of overlying strata. This method employs borehole-deployed electrode arrays to capture the electric field response of the strata, reconstructs subsurface resistivity structures through three-dimensional inversion, and dynamically tracks the evolution of the water-conducting fracture zone by analyzing spatiotemporal resistivity variations via time-lapse imaging. In the engineering practice at the 1302N working face of Changcheng Fifth Mine, the proposed method is applied to monitor the development of the water-conducting fracture zone. Multi-phase resistivity inversion profiles reveal a dynamic evolution characterized by “initial expansion, accelerated development, and stable formation” with the final fracture zone height determined as 58 m. The consistency between this result and water injection observation data confirms the reliability of the dynamic monitoring approach. The methodology demonstrates strong engineering applicability and scientific robustness in detecting mining-induced fracture development. It not only provides reliable technical support for water hazard prevention in Changcheng Fifth Mine and adjacent mining areas but also enhances both practical value and economic benefits in coal mine safety management.

       

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