摘要
基于1009景Sentinel-1A影像,利用SBAS-InSAR技术对南水北调中线区域地面沉降进行长时间序列监测。结果显示,整个中线沿线地面沉降主要分布于河北省东南部,最大形变速率为-139 mm/a,由于与渠道间有一定距离,因此对输水影响较小。北京市的最大形变速率为-133 mm/a,天津市西南部最大形变速率为-81 mm/a,但天津支线经过了2个沉降区,应当引起相关部门的重视。本文重点分析了南水进京后北京市地面沉降的时序形变特征,结合相关资料分析得知,南水北调工程有效补充了北京地区地下水储量,显著遏制了北京市地面沉降的发展态势。
Based on 1009 Sentinel-1A images,we monitor land subsidence in the middle route by SBAS-InSAR.The results show that the land subsidence along the middle line is mainly distributed in the southeast of Hebei province,and the maximum deformation rate is-139 mm/a.There is a certain distance from the channel,which has little influence on water transport.The land deformation rate of Beijing is-133 mm/a,while that of southwest Tianjin is-81 mm/a,which is relatively small.However,as the Tianjin branch line passes through two subsidence areas,relevant departments should pay attention to it.The time-series deformation characteristics of land subsidence in Beijing area are analyzed;combining it with the analysis of relevant data,it can be concluded that the South-North Water Diversion project has effectively replenishment of groundwater reserves in Beijing,and significantly restrained the development of land subsidence in Beijing.
作者
张双成
余静
宋明鑫
张彬玲
樊茜佑
司锦钊
张雅斐
ZHANG Shuangcheng;YU Jing;SONG Mingxin;ZHANG Binling;FAN Qianyou;SI Jinzhao;ZHANG Yafei(School of Geological Engineering and Geomatics,Chang’an University,126 Yanta Road,Xi’an 710054,China;State Key Laboratory of Geo-Information Engineering,1 Mid-Yanta Road,Xi’an 710054,China;Xi’an Surveying and Mapping Institute,29 East-Nan’erhuan,Xi’an 710054,China)
出处
《大地测量与地球动力学》
CSCD
北大核心
2022年第12期1300-1306,共7页
Journal of Geodesy and Geodynamics
基金
国家重点研发计划(2019YFC1509802,2020YFC1512000,2018YFC1505102)
地理信息工程国家重点实验室基金(SKLGIE2019-Z-2-1)。