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基于SBAS-InSAR技术的白鹤滩水电站库岸潜在滑坡变形分析

杨正荣, 喜文飞, 史正涛, 肖波, 周定义. 基于SBAS-InSAR技术的白鹤滩水电站库岸潜在滑坡变形分析[J]. 中国地质灾害与防治学报, 2022, 33(5): 83-92. doi: 10.16031/j.cnki.issn.1003-8035.202202056
引用本文: 杨正荣, 喜文飞, 史正涛, 肖波, 周定义. 基于SBAS-InSAR技术的白鹤滩水电站库岸潜在滑坡变形分析[J]. 中国地质灾害与防治学报, 2022, 33(5): 83-92. doi: 10.16031/j.cnki.issn.1003-8035.202202056
YANG Zhengrong, XI Wenfei, SHI Zhengtao, XIAO Bo, ZHOU Dingyi. Deformation analysis in the bank slopes in the reservoir area of Baihetan Hydropower Station based on SBAS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 83-92. doi: 10.16031/j.cnki.issn.1003-8035.202202056
Citation: YANG Zhengrong, XI Wenfei, SHI Zhengtao, XIAO Bo, ZHOU Dingyi. Deformation analysis in the bank slopes in the reservoir area of Baihetan Hydropower Station based on SBAS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 83-92. doi: 10.16031/j.cnki.issn.1003-8035.202202056

基于SBAS-InSAR技术的白鹤滩水电站库岸潜在滑坡变形分析

  • 基金项目: 云南省科技厅面上项目(202001AT070059);云南省自然科学基金重点项目(202101AS070019)
详细信息
    作者简介: 杨正荣(1997-),男,云南楚雄人,硕士研究生,主要从事InSAR地面沉降灾害监测研究。E-mail:248585642@qq.com
    通讯作者: 喜文飞(1984-),男,河南平顶山人,副教授,主要从事无人机图像处理、三维模型构建、变形监测等研究。E-mail:xiwenfei911@163.com
  • 中图分类号: P642.22

Deformation analysis in the bank slopes in the reservoir area of Baihetan Hydropower Station based on SBAS-InSAR technology

More Information
  • 库岸潜在滑坡变形分析是保障国家水利水电设施安全运行的重要环节,针对仅利用单一轨道SAR数据对库岸潜在滑坡变形监测不准确的问题,采用SBAS-InSAR技术,联合升降轨Sentinel-1 SAR数据构建研究区2019年7月至2021年7月的雷达视线方向形变时间序列,并结合无人机野外调查,分析白鹤滩水电站库岸典型潜在滑坡的变形特征。结果表明:(1)受蓄水因素影响,白鹤滩水电站库岸潜在滑坡形变平均增速达10 mm/a以上,库岸稳定性受到破坏;(2)蓄水量变化是当前库岸滑坡发育的关键性诱因,在蓄水和降雨等因素共同作用下,白鹤滩水电站库岸潜在滑坡存在失稳风险;(3)升降轨SAR数据结合的方式能有效克服单一轨道导致的几何畸变等问题,使水电站库岸潜在滑坡变形监测更加准确、全面。研究结果有助于了解库区蓄水对库岸潜在滑坡变形趋势的影响,可为区域尺度防灾应急管理提供科学支持。

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  • 图 1  研究区位置

    Figure 1. 

    图 2  SAR卫星影像覆盖范围

    Figure 2. 

    图 3  研究区DEM

    Figure 3. 

    图 4  研究区部分较理想的干涉图

    Figure 4. 

    图 5  研究区视线向形变速率

    Figure 5. 

    图 6  升轨潜在滑坡解译及实地考察结果

    Figure 6. 

    图 7  降轨潜在滑坡解译及实地考察结果

    Figure 7. 

    图 8  H1潜在滑坡形变特征

    Figure 8. 

    图 9  H2潜在滑坡形变特征

    Figure 9. 

    图 10  H4潜在滑坡形变特征

    Figure 10. 

    图 11  H6潜在滑坡形变特征

    Figure 11. 

    表 1  Sentinel-1A数据参数

    Table 1.  Sentinel-1A data parameters

    轨道方向成像模式极化方式波长波段入射角/(°)
    升轨IWVV5.63C39.44
    降轨IWVV5.63C39.28
    下载: 导出CSV

    表 2  升轨数据库岸形变区域解译结果列表

    Table 2.  List of interpretation results of shore deformation region in orbit lifting database

    编号形变区域名称最大形变速率/(mm·a−1形变区域类别
    H1观音岩19.846潜在滑坡
    H2鱼坝18.537潜在滑坡
    X1六城村76.259非滑坡形变
    X2半坡55.947非滑坡形变
    下载: 导出CSV

    表 3  降轨数据库岸形变区域解译结果列表

    Table 3.  List of interpretation results of shore deformation region in orbit descent database

    编号形变区域名称最大形变速率/(mm·a−1形变区域类别
    H3观音岩10.726潜在滑坡
    H4清水沟17.605潜在滑坡
    H5鱼坝19.326潜在滑坡
    H6大湾子15.888潜在滑坡
    X3六城村48.871非滑坡形变
    X4半坡61.425非滑坡形变
    下载: 导出CSV
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出版历程
收稿日期:  2022-02-26
修回日期:  2022-09-07
刊出日期:  2022-10-25

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