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    煤矿三维建模与透明地质深度融合应用实践

    Integrated application of 3D modeling and transparent geology in coal mines

    • 摘要: 在井工煤矿开采过程中,测量作业会受到巷道空间小、通视条件差及部分测量设备无法使用等因素影响,从而导致传统测量控制网布设和测量点位精度控制困难。此外,受煤矿井下安全生产对三维模型、透明地质及多源数据融合反演验证的需求,传统测量方法难以满足实时、全覆盖、高精度的测量要求,而且不同数据源之间的孤岛效应明显。针对上述问题,本研究提出基于高精度测量控制网并结合三维激光扫描获取点云数据建立高精度三维模型。同时整合瞬变电磁法与地震波法等地球物理探测数据,并利用专业三维建模及地质反演软件进行协同处理。在实现井巷、采空区三维模型高效构建的基础上,根据不同的作业需要,将模型与地质体几何形态与物性参数进行协同反演验证。验证结果表明,该方法将不规则空间点位精度误差控制在±1 cm以内,空间体积计算精度较全站仪测量提升4%以上,在150 m范围内,对断层、破碎带及富水区等特殊地质体的识别误差小于10 m。

       

      Abstract: During underground coal mining, surveying operations are commonly constrained by limited roadway space, poor intervisibility, and the restricted applicability of certain surveying instruments, which makes it difficult to establish conventional survey control networks and to achieve effective measurement error control for survey points. Moreover, with the increasing requirements of underground mine safety production for 3D models, transparent geology, and inversion validation based on multi-source data fusion, conventional surveying methods have become insufficient for real-time, full-coverage, and high-precision applications, while the data silo effect among different data sources remains evident. To address these issues, this study proposes an integrated method in which a high-precision surveying control network is established and point cloud data acquired by 3D laser scanning are used to construct a high-precision 3D model. In addition, geophysical exploration data, including those obtained by the transient electromagnetic method and the seismic wave method, are incorporated and collaboratively processed using professional 3D modeling and geological inversion software. On the basis of efficient 3D model construction for mine roadways and goafs, the model is further integrated with the geometric morphology and physical property parameters of geological bodies for coordinated inversion and validation according to different operational requirements. The validation results show that the proposed method controls the positional accuracy error of irregular spatial points within ±1 cm and improves the accuracy of spatial volume calculation by more than 4% compared with total station surveying. Within a detection range of 150 m, the identification error for geological anomalies such as faults, fractured zones, and water-rich zones is less than 10 m.

       

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