GB-InSAR滑坡应急监测的快速建模与三维匹配试验及应用

张克利, 姚爱敏, 张建全, 闫宇蕾, 秦宏楠. GB-InSAR滑坡应急监测的快速建模与三维匹配试验及应用[J]. 水文地质工程地质, 2024, 51(6): 190-197. doi: 10.16030/j.cnki.issn.1000-3665.202306047
引用本文: 张克利, 姚爱敏, 张建全, 闫宇蕾, 秦宏楠. GB-InSAR滑坡应急监测的快速建模与三维匹配试验及应用[J]. 水文地质工程地质, 2024, 51(6): 190-197. doi: 10.16030/j.cnki.issn.1000-3665.202306047
ZHANG Keli, YAO Aimin, ZHANG Jianquan, YAN Yulei, QIN Hongnan. Rapid modeling and 3D matching of GB InSAR landslide emergency monitoring: Method and application[J]. Hydrogeology & Engineering Geology, 2024, 51(6): 190-197. doi: 10.16030/j.cnki.issn.1000-3665.202306047
Citation: ZHANG Keli, YAO Aimin, ZHANG Jianquan, YAN Yulei, QIN Hongnan. Rapid modeling and 3D matching of GB InSAR landslide emergency monitoring: Method and application[J]. Hydrogeology & Engineering Geology, 2024, 51(6): 190-197. doi: 10.16030/j.cnki.issn.1000-3665.202306047

GB-InSAR滑坡应急监测的快速建模与三维匹配试验及应用

  • 基金项目: 北京市科技新星计划项目(20220484141)
详细信息
    作者简介: 张克利(1992—),男,硕士,工程师,主要从事岩土工程领域地质灾害的研究工作。E-mail:1010295820@qq.com
  • 中图分类号: X936;P642.22

Rapid modeling and 3D matching of GB InSAR landslide emergency monitoring: Method and application

  • 针对常规地基干涉合成孔径雷达(GB-InSAR)监测存在依赖地表控制坐标的问题,通过露天可控模拟试验,尝试利用三维激光扫描技术在扫描建模的同时,获取雷达的位置坐标并将其统一到模型的局部坐标系中,直接进行几何映射三维匹配,减少了测量雷达真实坐标及仪器坐标与真实坐标相互转换的步骤。通过在贵州晴隆滑坡抢险行动中的实际应用,能够直观判断危险源位置,分析滑动路径,效果良好。结果表明:将三维激光扫描建模技术与几何映射匹配方法相结合,能够在滑坡现场完成快速建模和匹配,实现雷达变形数据的三维可视化。提出的方法可为快速定位滑坡危险源、分析滑动路径及受灾范围提供便利。

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  • 图 1  露天试验场景与数字高程模型示意图

    Figure 1. 

    图 2  雷达位置端点与角反射器坐标识别示例

    Figure 2. 

    图 3  匹配原理示意图

    Figure 3. 

    图 4  DEM与雷达监测数据的三维匹配

    Figure 4. 

    图 5  角反射器在成像图与形变图的位置

    Figure 5. 

    图 6  雷达监测分辨单元示意图

    Figure 6. 

    图 7  雷达监测结果与事故现场对照关系

    Figure 7. 

    图 8  累积形变监测结果

    Figure 8. 

    图 9  选点累积位移曲线

    Figure 9. 

    表 1  三维激光扫描仪系统参数

    Table 1.  Parameters of 3D laser scanner system

    参数类别 大小
    激光发射频率/MHz 1.2
    数据采样率/(点·s−1 500000
    扫描视场范围/(°) 100×360
    测距范围/m 2~2500
    定位精度/(mm· m−1 ±0.02
    下载: 导出CSV

    表 2  雷达端点与角反射器坐标

    Table 2.  Radarendpoint and corner reflector coordinates

    点位 横坐标/m 纵坐标/m 高程/m
    雷达左端点S1 7.127 −6.974 −0.139
    雷达右端点S2 5.854 −7.289 −0.150
    大角反射器P1 −2.209 18.758 −0.892
    小角反射器P2 1.368 19.675 −1.110
    小角反射器P3 1.469 5.888 −1.116
    下载: 导出CSV

    表 3  角反射器与雷达的斜距

    Table 3.  Slant distance between corner reflector and radar

    编号 形变图像中的斜距/m 模型中的斜距/m 误差分析/%
    1 27.084 27.323 0.9
    2 27.341 27.309 0.1
    3 13.904 13.989 0.6
    下载: 导出CSV

    表 4  角反射器与雷达的方向角

    Table 4.  Angle between the corner reflector and radar

    编号 形变图像中的方位角/(°) 模型中的方位角/(°) 误差分析/%
    1 4.500 4.603 2.3
    2 3.120 3.101 0.6
    3 7.023 7.238 3.0
    下载: 导出CSV
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出版历程
收稿日期:  2023-06-27
修回日期:  2024-04-09
录用日期:  2024-04-11
刊出日期:  2024-11-15

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