顶板砂岩含水层的地震各向异性特征

Seismic anisotropy of sandstone aquifers in coal seam roofs

  • 摘要:
    目的 煤层顶板砂岩含水层识别与评价关乎矿井生产安全,研究砂岩含水层的岩石物理与AVAz响应特征对矿井水害防治至关重要。
    方法 综合VRH、DEM、Hudson、Wood岩石物理模型和各向异性Gassmann流体替代理论,提出了一种适宜裂缝HTI型砂岩的岩石物理建模方法,探究了裂缝参数和含水饱和度对地震岩石物理响应的影响。在此基础上建立双层正演理论模型,计算了HTI型砂岩层的反射系数,分析反射系数与裂缝密度、含水饱和度的关系。
    结果与结论 岩石物理建模结果表明:裂缝密度越大,砂岩纵横波速度和各向异性越强;随着含水饱和度的增大,纵波速度先减小后增大,横波速度略有减小,各向异性系数 \varepsilon ^(\textv) 、 \delta ^(\textv) 增大, \gamma ^(\textv) 不变。AVAz正演结果表明:裂缝密度越大,砂岩反射系数的方位各向异性越强,饱水和干燥砂岩的纵波反射系数差异越大;入射角为40°、方位角为0°时,砂岩饱水状态的可分辨性最强;AVAz曲线的拟合斜率、截距和AVO各向同性梯度项、各向异性梯度项是砂岩含水层裂缝密度及含水饱和度的敏感指示因子。研究成果可为砂岩含水层的识别与评价提供理论依据。

     

    Abstract:
    Objective The identification and assessment of sandstone aquifers in coal seam roofs play a vital role in the safe mining of mines. Investigating the rock physics and amplitude variation with incidence and azimuth (AVAz) responses of these sandstone aquifers is critical to the prevention and control of water hazards in mines.
    Methods By integrating rock physical models Voigt-Reuss-Hill (VRH), differential equivalent medium (DEM), Hudson, and Wood, as well as Gassmann’s anisotropic fluid substitution theory, this study proposed a rock physics modeling method for fractured sandstones of the horizontal transversely isotropic (HTI) media type (hereafter referred to as HTI sandstones). Using this method, this study explored the impacts of fracture parameters and water saturation on seismic rock physical responses of the sandstones. Accordingly, it constructed a two-layer theoretical forward model, calculated the reflection coefficients of HTI sandstones, and analyzed the relationships of the reflection coefficients with the fracture density and water saturation.
    Results and Conclusions  The rock physics modeling results indicate that a higher fracture density corresponded to lower compressional and shear wave (also referred to as P- and S-wave) velocities and stronger anisotropy. As the water saturation increased, the P-wave velocity decreased initially and then increased, whereas the S-wave velocity decreased slightly. Concurrently, with an increase in the water saturation, anisotropy coefficients \varepsilon ^(\textv) and \delta ^(\textv) increased, while anisotropy coefficient \gamma ^(\textv) remained unchanged. The AVAz forward modeling results indicate that a higher fracture density was associated with more pronounced azimuthal anisotropy of the sandstones’ reflection coefficients and larger differences in P-wave reflection coefficients between saturated and dry sandstones. The saturation state of sandstones was the most distinguishable in the case where the angle of incidence and azimuth were 40° and 0°, respectively. Indicators for sensitivity to the fracture density and water saturation of sandstone aquifers included the fitted slope and intercept of the AVAz curves, as well as the isotropic and anisotropic components of the amplitude versus offset (AVO) gradients. The results of this study provide a theoretical basis for the identification and assessment of sandstone aquifers.

     

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