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地应力与孔隙压力对定向水力压裂效果影响研究

Study on geostress and pore pressure affected to directionalhydraulic fracturing effect

  • 摘要: 为了实现突出煤层井下水力压裂均匀卸压增透消突,达到压裂设备小型化的目的,提出了基于非对称孔隙压力场的多孔控制定向水力压裂新工艺。采用理论分析结合数值试验的方法,以鹤壁矿区二1煤层矿井地质条件为基础,利用RFPA-2D数值模拟软件,研究了水平应力比、孔隙压力场以及地应力与孔隙压力场组合影响下的裂隙扩展规律,结果表明:水平应力比对煤体破坏类型、裂隙形态及扩展方向影响突出;利用孔隙压力场分布特征可以提高控制孔定向控制作用,降低起裂水压。根据矿区目前地质条件,水平主应力比在1.0~1.8,控制水压为6~12 MPa,在非对称孔隙压力场下,采用多孔控制定向水力压裂技术增透效果最佳。

     

    Abstract: In order to realize the uniform pressure released, permeability improved and outburst elimination with the hydraulic fracturing in the outburst seam of the underground mine and to reach a miniaturized purpose of the fracturing equipment, a new technique of the porous controlled directional hydraulic fracturing was provided based on the asymmetric pore pressure field. With the theoretical analysis combined with the numerical experiment method, based on the mine geological condition of No.Ⅱ-1 seam in Hebi Mining Area, the RFPA-2D numerical simulation software was applied to study the crack expansion law under the combined influences of the horizontal stress ratio, pore pressure filed as well as the geostress and pore pressure filed. The results showed that the horizontal stress ratio would have remarkable influences to the failure type of the coal, pore shape and pore expansion direction. The distribution features of the pore pressure field could be applied to improve the direction control function of the control borehole and could reduce the hydraulic pressure of the initial fracturing. According to the present geological conditions of the mining area, the horizontal principal stress ratio was ranging from 1.0~1.8 and the controlled water pressure was ranging from 6~12 MPa. Under the asymmetric pore pressure field, when the porous controlled directional fracturing technology was applied, the effect would be best.

     

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