中国安全科学学报 ›› 2024, Vol. 34 ›› Issue (5): 44-51.doi: 10.16265/j.cnki.issn1003-3033.2024.05.1436

• 安全工程技术 • 上一篇    下一篇

基于最优PS点获取方法的矿山工业广场沉降监测

杨可明1(), 李婷婷1, 马军2, 李亚星1, 江克贵1, 赵项通1   

  1. 1 中国矿业大学(北京) 地球科学与测绘工程学院,北京 100083
    2 淮北矿业股份有限公司 通防地测部,安徽 淮北 235000
  • 收稿日期:2023-11-18 修回日期:2024-02-20 出版日期:2024-05-28
  • 作者简介:

    杨可明 (1969—),男,安徽含山人,博士,教授,主要从事高光谱遥感、矿山生态环境与形变遥感监测研究。E-mail :

  • 基金资助:
    国家科技基础资源调查专项(2022FY101905); 淮北矿业股份有限公司委托项目(2023-129)

Monitoring of settlement in mining industrial square based on optimal PS point acquisition method

YANG Keming1(), LI Tingting1, MA Jun2, LI Yaxing1, JIANG Kegui1, ZHAO Xiangtong1   

  1. 1 School of Earth Science and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
    2 General Defense Geological Survey Department, Huaibei Mining Co., Ltd., Huaibei Anhui 235000, China
  • Received:2023-11-18 Revised:2024-02-20 Published:2024-05-28

摘要:

为保障矿山地面和井下工作人员、工业广场周边居民以及运煤系统运行安全,实时监测地表变形情况,提出永久散射体(PS)点的优化获取方法,以提升PS-合成孔径雷达干涉测量(InSAR)技术在沉降监测中的适用性。首先,选择淮北市郊煤矿工业广场煤柱Ⅱ513工作面开采沉陷期间2020年10月31日—2022年8月22日共26景SAR卫星影像,运用PS-InSAR技术确定最优的PS点目标选取方法;然后,基于该方法获取该工作面回采过程中的开采损害保护区地面沉降速率、累计沉降量;最后,基于地面水准点实测数据验证PS-InSAR监测精度并分析研究区地表及建(构)筑物动态沉降情况。结果表明:相干系数和振幅离差指数双阈值法较适应于研究区沉降监测;研究区内可探测到的最大下沉速率为-26.5 mm/a,最大累计下沉值为-53.7 mm;同时,探测到研究区西北部存在岩溶塌陷地质灾害因素;利用水准数据验证精度,均方根误差(RMSE)仅为3.8 mm,决定系数达到0.91。

关键词: 永久散射体(PS), 合成孔径雷达干涉测量(InSAR), 工业广场, 沉降监测, 相干系数, 振幅离差指数

Abstract:

To ensure the safety of the mining ground and underground workers, residents around the industrial square, and the operation of the coal transportation system, real-time monitoring of surface deformation is carried out. An optimized method for acquiring PS points is proposed to enhance the applicability of PS-InSAR technology in settlement monitoring. Firstly, a to total of 26 Sentinel-1A satellite images during the subsidence period of the Industrial Square coal pillar II 513 working face in the Huainan suburban coal mine from October 31, 2020, to August 22, 2022, were selected. The PS-InSAR technology was used to determine the optimal method for selecting PS point targets. Then, based on this method, the ground subsidence rate and cumulative subsidence of the mining damage protection zone during the mining process of the working face were obtained. Finally, the accuracy of PS-InSAR monitoring was verified based on the measured data of ground leveling points, and the dynamic subsidence of the study area's ground and structures was analyzed. The results show that the dual-threshold method of coherence coefficient and amplitude dispersion index is more suitable for subsidence monitoring in the study area. The maximum detectable subsidence rate in the study area is -26.5 mm/year, and the maximum cumulative subsidence value is -53.7 mm. Additionally, geological hazards related to karst collapse were detected in the northwest of the study area. By using leveling data for accuracy verification, the root mean square error (RMSE) is only 3.8mm, and the coefficient of determination reaches 0.91.

Key words: persistent scatterer(PS), interferometry synthetic aperture radar(InSAR), industrial square, settlement monitoring, coherence coefficient, amplitude dispersion index

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