寺河矿采空区下伏卸压含煤地层渗透性及破裂压力预测

Prediction of permeability and fracture pressure of underlying pressure-relieved coal-bearing strata in goaf of Sihe Mine

  • 摘要: 掌握采空区下伏卸压煤层渗透性及地层破裂压力特征,是实现采空区下伏煤层气资源安全高效开发的基础和前提。以山西寺河矿东五盘区为例,结合开采地质条件,采用数值方法分析3号煤层采空区下伏地层应力、垂直与水平渗透率变化规律以及底板破坏特征;基于Griffith能量理论,构建地层破裂压力计算模型,并对采空区下伏地层最大破裂压力进行预测。结果表明:随着3号煤开采,底板破坏深度约为20 m,底板采动裂隙以顺层裂隙为主;采空区下伏地层表现出明显的卸压增透特征,不考虑采空区重新压实作用,其下方50 m处的9号煤层垂向卸压系数最高可达40%,9号煤层水平与垂直方向渗透率变化幅度具有显著差异,水平渗透率增加约170倍,垂直渗透率增加约3.4倍;采空区下伏岩层水平渗透率最高增幅达260倍,垂直渗透率最高增加15倍;由于采动影响,3号煤层下伏地层应力机制转变为逆断层应力机制;9号煤层水力压裂的破裂压力为18 MPa,水力裂缝沟通采空区的地层破裂压力为36 MPa,压裂最大施工压力应控制在36 MPa以下,以防止水力裂缝沟通采空区,导致煤层气从9号煤层上溢至3号煤采空区,造成气井失效;研究认识可为采空区煤层气安全高效开发提供借鉴。

     

    Abstract: Mastering the characteristics of permeability and formation fracture pressure in the pressure-relief coal seam under a goaf is the basis and premise for achieving the safe and efficient development of coalbed methane resources in such areas. Taking the East Fifth Panel of the Sihe Coal Mine in Shanxi Province as an example, and combined with the mining geological conditions, the numerical method is used to analyze the stress, vertical and horizontal permeability changes, and floor failure characteristics of the underlying strata under the goaf of the No. 3 coal seam. Based on the Griffith energy theory, a calculation model for formation fracture pressure is constructed, and the maximum fracture pressure of the underlying strata under the goaf is predicted. The results show that, with the mining of the No. 3 coal seam, the failure depth of the floor is approximately 20 m, and the mining-induced fractures in the floor are predominantly bedding fractures. The underlying strata beneath the goaf exhibit distinct characteristics of pressure relief and enhanced permeability. Without considering the re-compaction of the goaf, the vertical pressure relief coefficient of the No. 9 coal seam, located 50 m below the goaf, can reach up to 40%. Significant differences are observed between the horizontal and vertical permeability changes in the No. 9 coal seam: horizontal permeability increases by approximately 170 times, while vertical permeability increases by about 3.4 times. The maximum increase in horizontal permeability of the underlying strata in the goaf is 260 times, and the maximum increase in vertical permeability is 15 times. Due to the influence of mining, the stress mechanism in the underlying strata of the No. 3 coal seam transitions into a reverse fault stress mechanism. The fracture pressure for hydraulic fracturing in the No. 9 coal seam is 18 MPa, whereas the formation fracture pressure for hydraulic fractures communicating with the goaf is 36 MPa. The maximum fracturing pressure should be controlled below 36 MPa to prevent hydraulic fractures from connecting with the goaf, which could lead to coalbed methane leakage from the No. 9 coal seam into the No. 3 coal seam goaf, resulting in gas well failure. These findings provide valuable insights for ensuring the safe and efficient development of coalbed methane in Goaf regions.

     

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