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栾元重, 梁耀东, 纪赵磊, 于健. 基于SBAS-InSAR技术采动地表沉降监测与分析[J]. 煤炭科学技术, 2020, 48(10).
引用本文: 栾元重, 梁耀东, 纪赵磊, 于健. 基于SBAS-InSAR技术采动地表沉降监测与分析[J]. 煤炭科学技术, 2020, 48(10).
LUAN Yuanzhong LIANG Yaodong JI Zhaolei YU Jian, . Monitoring and analysis of mining-induced surface subsidence based on SBAS-InSAR technology[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(10).
Citation: LUAN Yuanzhong LIANG Yaodong JI Zhaolei YU Jian, . Monitoring and analysis of mining-induced surface subsidence based on SBAS-InSAR technology[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(10).

基于SBAS-InSAR技术采动地表沉降监测与分析

Monitoring and analysis of mining-induced surface subsidence based on SBAS-InSAR technology

  • 摘要: 为了掌握煤矿开采区域地面沉降情况,包括时序沉降量、沉降速率、时序沉降面积等,利用覆盖郓城县的19幅Sentinel-1 A影像、AUX_POE-ORB精密星厉和SRTM1(空间分辨率为30m)DEM数据,采用SBAS-InSAR技术从19幅影像数据中提取矿区的沉降速率、时序沉降量和累计沉降量,对沉降漏斗沉降速率的分布情况和沉降发展趋势进行了研究,并在开采工作面方向与水准观测线数据进行量化分析和对比。结果表明:从2016年9月至2017年9月该煤矿区域内存在一个较大的沉降漏斗,通过分析该沉降漏斗的沉降速率,发现2302、1307、1305、1303和4302工作面最大沉降速率分别为353、389、345、273和352 mm/a;通过分析各工作面的时序沉降情况,发现1303和1305工作面北部沉降量在减小,南部沉降量还会增加,而4302、2302和1307工作面还处于活跃期,其沉降还会不断增加;对2302工作面走向方向的时序沉降情况进行了量化分析并与水准监测数据进行对比分析,发现最大中误差为9.25mm,其精度结果符合《DD2014-11地面沉降干涉雷达数据处理技术规程》中的精度(10mm) 要求,证明SBAS-InSAR技术沉降监测精度可靠。

     

    Abstract: In order to grasp the ground subsidence of coal mining area,ncluding time series subsidence, subsidence rate ,time series subsidence area,etc.,19 Senti nel-1 A images,AUX _ POE-ORB precision stars and SRTM1( spatial resolution of 30 m) DEM data as well as SBAS-In SAR technology were used to extract the subside nce rate,time-series subsidence and cumulative subsidence of the mining area from 19 images. The distribution of the subsidence rate of the subsidence funnel and the development trend of settlement are studied,and the direction of the mining face is quantitatively analyzed and compared with the level observation line data. The result s show that from September 2016 to September 2017 ,there was a large subsidence funnel in the study area. By analyzing the subsidence rate of the subsidence funnel, it was found that the maximum sedimentation rates of No.2302,No. 1307 ,No. 1305,No. 1303 and No.4302 working faces were 353,389,345,273 and 352 mm/a respectivel y. By analyzing the time-series subsidence of each working face,it was found that the subsidence in the north of the working face No.1303 and No. 1305 was decreasin g,and the subsidence in the southern part will increase;while the No.4302,No.2302 and No.1307 working faces are still active,their subsidence will continue to increase. Quantitative analysis was carried out on the time series subsidence of the direction of No.2302 working face and compared with the level monitoring data. It was found t hat the maximum median error was 9.25 mm,and the accuracy results meet the accuracy( 10 mm) requirements in DD2014-11 Technical Regulations for Data Processin g of Land Subsidence Interferometric Radar,which proves that the subsidence monitoring accuracy is reliable.

     

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