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      基于“空-地”协同的南水北调中线工程掏砂洞隐患探测技术研究

      Research on Hidden Hazard Detection Technology for Sand Excavation in the Middle Route of the South-to-North Water Diversion Project Based on "Air-Ground" Synergy

      • 摘要: 为解决单一地球物探手段难以全面刻画南水北调中线干线工程掏砂洞隐患的难题,设计无人机协同多源物探精细探测方案,整合无人机航测(DOM/DSM)、探地雷达(GPR)、高密度电法(HDERT)及瞬态面波法(SWM)开展典型渠段掏砂洞隐患精细化识别。通过多源数据融合实现掏砂洞空间展布精准定位(横向误差±0.3 m,垂向误差±0.5 m),系统揭示其早期灾变表现的“表层拉张裂缝-中部空腔-底部松散充填”的结构特征,分析成因机制,结合钻孔验证建立地质-地球物理响应模型。结果表明,无人机航测可快速捕捉掏砂洞早期病害的地表表征,探地雷达、瞬态面波法等浅表物探方法多源协同可显著提升隐患识别精度(综合准确率> 92%)。探讨了各物探技术在淘沙洞隐患探测中的局限性与互补性,并明析了不同类型掏砂洞的探测技术优选方案,结果分析表明该渠段整体稳定性良好。

         

        Abstract: In order to solve the problem of difficulty in fully characterizing the hidden dangers of sand excavation holes in the South to North Water Diversion Middle Route Project using a single geophysical method, a drone collaborative multi-source geophysical fine detection scheme is designed, integrating drone aerial survey (DOM/DSM), ground penetrating radar (GPR), high-density electrical method (HDERT), and transient surface wave method (SWM) to carry out fine identification of hidden dangers in typical canal sections of sand excavation holes. Through multi-source data fusion, precise positioning of the spatial distribution of sand excavation holes is achieved (with a lateral error of ± 0.3 m and a vertical error of ± 0.5 m). The system reveals the structural characteristics of "surface tension cracks middle cavity bottom loose filling" in its early disaster manifestations, analyzes the causal mechanism, and establishes a geological geophysical response model based on drilling verification. The results indicate that unmanned aerial vehicle (UAV) aerial survey can quickly capture the surface characteristics of early diseases in sand excavation tunnels. Multi source collaboration of shallow geophysical methods such as ground penetrating radar and transient surface wave method can significantly improve the accuracy of hazard identification (comprehensive accuracy>92%). The limitations and complementarity of various geophysical techniques in detecting hidden dangers in sand dredging tunnels were discussed, and the optimal detection schemes for different types of sand dredging tunnels were analyzed. The results showed that the overall stability of the canal section was good.

         

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