杨超, 杨莹辉, 王继燕, 等. 2023.利用InSAR升降轨形变数据反演滑坡深度———以桃坪乡古滑坡为例[J]. 工程地质学报, 31(3): 868-879.doi: 10.13544/j.cnki.jeg.2021-0172.
    引用本文: 杨超, 杨莹辉, 王继燕, 等. 2023.利用InSAR升降轨形变数据反演滑坡深度———以桃坪乡古滑坡为例[J]. 工程地质学报, 31(3): 868-879.doi: 10.13544/j.cnki.jeg.2021-0172.
    Yang Chao, Yang Yinghui, Wang Jiyan, et al. 2023. Inferring landslide depth based on ascending and descending insar deformations-example of Taoping Village ancient landslide[J]. Journal of Engineering Geology, 31(3): 868-879. doi: 10.13544/j.cnki.jeg.2021-0172.
    Citation: Yang Chao, Yang Yinghui, Wang Jiyan, et al. 2023. Inferring landslide depth based on ascending and descending insar deformations-example of Taoping Village ancient landslide[J]. Journal of Engineering Geology, 31(3): 868-879. doi: 10.13544/j.cnki.jeg.2021-0172.

    利用InSAR升降轨形变数据反演滑坡深度——以桃坪乡古滑坡为例

    INFERRING LANDSLIDE DEPTH BASED ON ASCENDING AND DESCENDING INSAR DEFORMATIONS-EXAMPLE OF TAOPING VILLAGE ANCIENT LANDSLIDE

    • 摘要: 传统滑坡深度探测方法只能确定坡体部分稀疏单点的深度,无法准确反应整个滑坡体的深度分布情况,且探测成本高昂。针对该问题,本文发展了一种基于升降轨InSAR形变的滑坡深度反演方法,其基本流程是:首先利用时序InSAR技术分别获取升轨和降轨卫星视线向形变速度场,再根据卫星视线向与滑坡的空间几何关系,解算获得滑坡表面沿坡向和法向的二维形变场,进一步在质量守恒准则下构建基于坡面二维形变的滑坡深度反演模型,实现滑坡深度的反演计算。本文以四川省理县桃坪乡古滑坡体为研究对象,InSAR成果显示该滑坡运动面积~2.9 km2,流变参数取0.7时,反演滑坡深度集中分布在9~33 m,滑坡体积约3.49×107 m3,结果与已有研究结论基本一致,证明了本文发展理论与方法的可靠性。且本文提出方法可获得滑坡体连续的深度数据,能更为直观地反映滑坡危险区域,可为滑坡灾害影响分析及灾害防治提供关键的数据支撑。

       

      Abstract: The traditional landslide depth detection methods only determine the depth in some sparse points,and cannot accurately reflect the depth distribution of the whole landslide. The cost is high. In this paper,we develop a landslide depth inversion method based on the ascending and descending InSAR deformation field. And the main process includes: first,the ascending and descending InSAR deformation fields are extracted based on the time series InSAR technique. Second,according to the spatial geometric relationship between the satellite line-of-sight and the landslide,the two-dimensional deformation fields along the slope and normal directions of the landslide surface are calculated. Third,a landslide depth inversion model is constructed based on two-dimensional slope deformation under the constraint of mass conservation criterion. Finally,we estimate the landslide depth based on the developed landslide depth inversion model. We conduct a case study of an ancient landslide in Taoping Village,Li County in Sichuan Province. The InSAR results show that the moving area of the landslide is about 2.9 km2. When the rheological parameter is set as 0.7,the estimated landslide depth is 9~33m,and the landslide volume is about 3.49×107 m3. The inversion result is consistent with the result of previous study,which proves the reliability of the theory and method developed in this paper. The proposed method can obtain continuous depth over the landslide,and can more directly reflect the risk area of the landslide. It can provide data support for the landslide disaster impact analysis and prevention.

       

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