界面约束的面波反演方法及其在矿震地表震动评估中的应用

A surface wave inversion method incorporating interface constraints and its application in the assessment of ground vibrations caused by mining-induced seismicity

  • 摘要:
    目的 我国西部矿区下伏界面起伏明显,影响了地震勘探的精度,同时为矿震等动力灾害引发的地表振动评估带来困难。为提升浅层速度结构的刻画能力、支持矿区动力灾害防控,提出了一种融合先验地质界面信息的约束反演方法。
    方法 在内蒙古准格尔旗龙口镇矿区布设由489台单分量和108台三分量地震仪组成的密集台阵,采集连续背景噪声约一个月;基于噪声谱比法(HVSR)反演第四系沉积层(Q4界面)厚度,通过噪声互相关与时频分析提取面波频散曲线;融合Q4界面与煤层界面等先验信息进行约束反演,构建起伏界面下的三维横波速度结构;进一步利用谱元法(SEM3D)开展数值模拟,对比均质模型、无约束模型及界面约束模型的地震波场响应。
    结果 界面约束下的面波反演方法使走时残差较无约束反演降低约40%,收敛速度加快,有效抑制了界面起伏引起的路径畸变,提高了浅层速度结构的成像精度。数值模拟显示,沉积层与山间盆地影响地震波能量分布与衰减特征,盆地地形对波场的放大作用强于沉积层。
    结论 界面约束反演方法可为起伏界面矿区的浅层速度结构精细建模提供技术途径,并为矿震等地表振动灾害的评估与防治提供方法与模型支持。

     

    Abstract:
    Objective In mining areas of western China, underlying interfaces with significant fluctuations affect seismic exploration accuracy while also posing challenges to the assessment of ground vibrations triggered by dynamic hazards such as mining-induced seismicity. To enhance the characterization of shallow velocity structures and to provide support for dynamic hazard prevention and control in mining areas, this study developed an inversion method incorporating prior information about geological interfaces.
    Methods A dense array consisting of 489 single-component and 108 three-component seismometers was deployed within a mining area in Longkou Town, Junggar Banner, Inner Mongolia. Accordingly, continuous ambient noise data for about one month were collected. Subsequently, the thicknesses of the Quaternary sedimentary layers (Q4 interfaces) were inverted using the horizontal-to-vertical spectral ratio (HVSR) method. Surface wave dispersion curves were extracted from both the cross-correlation functions of ambient noise and time-frequency analysis. Then, constrained inversion was conducted by integrating prior information about the Q4 and coal seam interfaces. As a result, the 3D S-wave velocity structures under undulating interfaces were established. Finally, numerical simulations were performed using the spectral element method (SEM) and the SPECFEM3D (SEM3D) software to compare the seismic wavefield responses of the homogeneous, unconstrained, and proposed constrained models.
    Results Compared to unconstrained inversion, the surface wave inversion method incorporating interface constraints exhibited a decrease of approximately 40% in travel time residual and faster convergence speeds. Furthermore, the proposed method effectively suppressed path distortions caused by interface undulations and significantly enhanced the imaging accuracy of shallow velocity structures. Numerical simulation results indicate that the sedimentary layers and intermontane basins strongly influence the distribution and attenuation of seismic wave energy, with the basin areas producing more prominent amplification effects on wavefields than the sedimentary layers.
    Conclusions The proposed inversion method that incorporates interface constraints provides a technical approach for the fine-scale modeling of shallow velocity structures in mining areas with undulating interfaces. The findings of this study offer methodological and model support for the assessment, prevention, and control of ground vibrations triggered by dynamic hazards such as mining-induced seismicity.

     

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