基于机载LiDAR的2·8宜宾筠连山体滑坡几何特征分析

Geometric Characteristics Analysis of the 2·8 Junlian Landslide, Yibin Based on Airborne LiDAR

  • 摘要: 2025-02-08,中国四川省宜宾市筠连县金坪村发生高位山体滑坡灾害。滑坡体在运动过程中转化为碎屑流,最终形成大面积碎屑堆积体,造成人员伤亡和道路损毁,引起国内社会广泛关注。针对灾后应急响应需求,采用无人机搭载机载激光雷达及倾斜光学相机,获取滑坡后高质量点云和光学影像数据,构建数字高程模型、数字正射影像及三维实景模型,并结合滑前卫星和航空遥感数据,快速准确地提取滑坡体面积、周长和方量等几何形态及分布特征。结果显示,滑坡体面积约为1.8×105 m²,周长达2 562.8 m,物源体积为3.51×105 m3,堆积体积为5.75×105 m3。分析结果为灾害链生效应评估、抢险路径优化及风险防控区划提供了高精度数据支撑。

     

    Abstract:
    Objectives On February 8, 2025, a high-positioned landslide occurred in Jinping Village,Junlian County, Yibin City, Sichuan Province,China. The landslide body transformed into debris flow during the movement, ultimately forming an extensive debris accumulation body that caused casualties, road damage and significant public concern across China. To address post-disaster emergency response demands and enable precise hazard assessment, airborne light detection and ranging (LiDAR) technology was applied to rapidly characterize key geometric parameters of the landslide, including areal extent, perimeter, and volumetric changes.
    Methods Post-disaster data acquisition occurred on February 10-11, 2025, using a unmanned aerial vehicle equipped with a LiDAR system and oblique optical cameras. The acquisition yielded 30 points/m² density point cloud data and 0.05 m resolution optical imagery, from which an 0.1 m resolution digital elevation model (DEM), 0.05 m digital orthophoto map (DOM), and 3D reality model were generated. Meanwhile, pre-event data, including 1 m resolution satellite and 5 m resolution DEM were also acquired to facilitate comprehensive analysis. Leveraging these datasets, multi-perspective systematic identification and precise extraction of landslide geometric parameters were conducted. For landslide volume, resampling and registering the two-phase DEMs followed by applying the DEM differencing algorithm were used.
    Results The landslide covered an area of about 1.8×105 m² with a perimeter of 2 562.8 m, measuring 908 m in length, with maximum/minimum widths of 296 m and 65 m respectively. The source volume was calculated at 3.51×105 m³, and the accumulation volume is 5.75×105 m³.
    Conclusions The analysis provide high-precision data support for assessing disaster chain effects, optimizing emergency rescue route, and delineating risk prevention and control zones.

     

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