地球信息科学学报 ›› 2017, Vol. 19 ›› Issue (10): 1393-1403.doi: 10.3724/SP.J.1047.2017.01393
• 遥感科学与应用技术 • 上一篇
周玉营(), 陈蜜*(
), 宫辉力, 李小娟, 余洁, 祝秀星
收稿日期:
2017-05-21
修回日期:
2017-08-14
出版日期:
2017-10-20
发布日期:
2017-10-20
通讯作者:
陈蜜
E-mail:carriezhouyuying@126.com;mierc@163.com
作者简介:
作者简介:周玉营(1991-),女,硕士生,研究方向为高分辨率InSAR形变监测。E-mail:
基金资助:
ZHOU Yuying(), CHEN Mi*(
), GONG Huili, LI Xiaojuan, YU Jie, ZHU Xiuxing
Received:
2017-05-21
Revised:
2017-08-14
Online:
2017-10-20
Published:
2017-10-20
Contact:
CHEN Mi
E-mail:carriezhouyuying@126.com;mierc@163.com
摘要:
京津高铁是中国第一条高速运行的城际铁路,其安全运行对轨道的平顺性有着严格的要求。地面沉降,尤其是不均匀地面沉降会引起部分路基和桥梁变形,威胁着高速铁路的运营安全。合成孔径雷达干涉测量技术可以大范围监测地表形变,对高速铁路沿线地面沉降具有较好的监测能力。本文以45景高分辨率TerraSAR-X 数据为基础,采用 PS-InSAR技术监测京津高铁北京段沿线地面沉降,获取京津高铁北京段沿线地面沉降的分布信息,从动静载荷视角结合北京地区地下水、断裂带、地质条件和含水层系统介质等数据,综合分析高铁沿线不均匀地面沉降的原因,为京津高铁的安全运营提供技术支撑。研究结果表明:京津高铁北京段沿线地面沉降发展在空间上存在一定差异性,北京南站至十里河区间,年沉降速率小于10 mm/a; 至十八里店区间,年沉降速率在10~40 mm/a范围内浮动;过亦庄站至东石村以东区间,最大年沉降速率达到90 mm/a;至永隆村以西,年沉降有所缓解,往东至坨堤村,沉降较为稳定,年沉降速率小于10 mm/a。地下水超采是沿线区域地面沉降的主要因素,动静载荷共同作用下对地面沉降产生一定的影响,沿线地面沉降一定程度上受到南苑—通县断裂带和旧宫断裂带构造控制,沉降量较大的路段位于粘土层较厚的大兴迭隆起。
周玉营, 陈蜜, 宫辉力, 李小娟, 余洁, 祝秀星. 基于时序InSAR的京津高铁北京段地面沉降监测[J]. 地球信息科学学报, 2017, 19(10): 1393-1403.DOI:10.3724/SP.J.1047.2017.01393
ZHOU Yuying,CHEN Mi,GONG Huili,LI Xiaojuan,YU Jie,ZHU Xiuxing. The Subsidence Monitoring of Beijing-Tianjin High-speed Railway Based on PS-InSAR[J]. Journal of Geo-information Science, 2017, 19(10): 1393-1403.DOI:10.3724/SP.J.1047.2017.01393
表1
干涉对对应空间基线和时间基线信息"
干涉对 | 主影像 | 辅影像 | 空间基线/m | 时间基线/d | 干涉对 | 主影像 | 辅影像 | 空间基线/m | 时间基线/d |
---|---|---|---|---|---|---|---|---|---|
1 | 2012-07-05 | 2010-04-13 | 35.51 | -814 | 24 | 2012-07-05 | 2013-01-19 | -187.64 | 198 |
2 | 2012-07-05 | 2010-05-27 | -121.76 | -770 | 25 | 2012-07-05 | 2013-02-21 | 127.17 | 231 |
3 | 2012-07-05 | 2010-07-10 | 22.81 | -726 | 26 | 2012-07-05 | 2013-03-26 | -265.72 | 264 |
4 | 2012-07-05 | 2010-08-23 | 128.17 | -682 | 27 | 2012-07-05 | 2013-04-17 | -217.41 | 286 |
5 | 2012-07-05 | 2010-11-19 | -16.82 | -594 | 28 | 2012-07-05 | 2013-05-09 | -14.94 | 308 |
6 | 2012-07-05 | 2011-01-02 | -330.13 | -550 | 29 | 2012-07-05 | 2013-05-31 | -130.48 | 330 |
7 | 2012-07-05 | 2011-02-15 | -416.43 | -506 | 30 | 2012-07-05 | 2013-07-03 | -319.69 | 363 |
8 | 2012-07-05 | 2011-04-22 | -31.27 | -440 | 31 | 2012-07-05 | 2013-08-05 | 128.48 | 396 |
9 | 2012-07-05 | 2011-06-27 | 51.95 | -374 | 32 | 2012-07-05 | 2013-09-07 | -28.48 | 429 |
10 | 2012-07-05 | 2011-09-01 | 26.65 | -308 | 33 | 2012-07-05 | 2013-11-01 | 12.53 | 484 |
11 | 2012-07-05 | 2011-09-23 | 10.22 | -286 | 34 | 2012-07-05 | 2013-12-15 | -34.56 | 528 |
12 | 2012-07-05 | 2011-11-06 | 112.48 | -242 | 35 | 2012-07-05 | 2014-01-28 | -22.80 | 572 |
13 | 2012-07-05 | 2011-12-20 | -50.54 | -198 | 36 | 2012-07-05 | 2014-06-09 | -394.09 | 704 |
14 | 2012-07-05 | 2012-02-02 | 221.30 | -154 | 37 | 2012-07-05 | 2014-09-05 | -134.91 | 792 |
15 | 2012-07-05 | 2012-02-24 | 10.76 | -132 | 38 | 2012-07-05 | 2014-12-02 | 108.95 | 880 |
16 | 2012-07-05 | 2012-04-08 | -60.16 | -88 | 39 | 2012-07-05 | 2014-12-13 | 130.13 | 891 |
17 | 2012-07-05 | 2012-04-30 | 69.68 | -66 | 40 | 2012-07-05 | 2015-01-04 | -586.32 | 913 |
18 | 2012-07-05 | 2012-06-02 | -428.82 | -33 | 41 | 2012-07-05 | 2015-01-15 | 132.81 | 924 |
19 | 2012-07-05 | 2012-07-05 | 0.00 | 0 | 42 | 2012-07-05 | 2015-02-17 | 85.52 | 957 |
20 | 2012-07-05 | 2012-08-07 | -366.04 | 33 | 43 | 2012-07-05 | 2015-03-22 | 293.60 | 990 |
21 | 2012-07-05 | 2012-09-09 | 409.56 | 66 | 44 | 2012-07-05 | 2015-04-24 | 58.93 | 1023 |
22 | 2012-07-05 | 2012-10-12 | -401.19 | 99 | 45 | 2012-07-05 | 2015-05-27 | 250.61 | 1056 |
23 | 2012-07-05 | 2012-11-14 | -487.79 | 132 |
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