首页> 外文会议>International Symposium on Field Measurements in Geomechanics >Subsidence monitoring of the Seattle viaduct tunnelling project with Homogeneous Distributed Scatterer InSAR
【24h】

Subsidence monitoring of the Seattle viaduct tunnelling project with Homogeneous Distributed Scatterer InSAR

机译:西雅图高架桥隧道工程与均匀分布式散射体陷阱的沉降监控

获取原文

摘要

Subsurface excavations may cause subsidence due to redistribution of stress in the overburden or changes in the groundwater state. In the case of tunnelling under urban areas, this may result in damage to existing high value infrastructure within the surface zone of influence. Synthetic aperture radar interferometry (InSAR) is a useful tool for urban subsidence monitoring because it provides measurements that are wide-scale and ongoing at regular time intervals. However, many existing InSAR methods such as persistent scatterer InSAR and differential InSAR do not provide sufficient spatial resolution to adequately measure short-scale spatial subsidence gradients which represent the greatest risk to infrastructure. MDA Systems Ltd. (MDA) has developed an InSAR method, Homogeneous Distributed Scatterer (HDS-InSAR), which generates higher spatial densities of measured coherent targets compared to many current methods. This is achieved through a novel combination of spatial phase filtering and coherence based target selection. This method exploits both persistent point and coherent distributed scatterers by using adaptive multilooking over statistically homogenous pixel neighbourhoods to improve the spatial resolution of the resulting subsidence maps. Furthermore, a matched parametric temporal model is fit to the deformation signal in order to enhance the detection of small amplitude subsidence. These techniques in combination provide a means for measuring small scale deformations within an urban environment and correlating their occurrence with known deformation drivers. Results are presented for the ongoing Seattle viaduct tunnelling project which consists of a 3.2 km long bored road tunnel under the city. Two satellite datasets (RADARSAT-2 Spotlight mode stacks from opposing look directions) are analysed to derive 2D (vertical + east-west) deformation maps over the area of interest spanning a time period from 2012-2015 and these results are correlated with known groundwater extraction events.
机译:由于地下挖掘可能导致沉降导致沉降在覆盖层中的压力或地下水状态的变化中的重新分配。在城市地区隧道隧道的情况下,这可能导致现有的影响范围内的高价值基础设施损坏。合成孔径雷达干涉测量(INSAR)是城市沉降监控的有用工具,因为它提供了常规时间间隔宽尺寸和持续的测量。然而,许多现有的insar方法,例如持久散射体insar和差分insar不提供足够的空间分辨率以充分测量基础设施最大风险的短尺度空间沉降梯度。 MDA Systems Ltd.(MDA)开发了一种Insar方法,均匀分布式散射体(HDS-Insar),与许多电流方法相比,产生更高的测量相干靶的空间密度。这是通过新的空间相位滤波和基于相干目标选择的新组合来实现的。该方法通过在统计上同质的像素邻域使用自适应多井来利用持久点和相干分布式散射体来改善所产生的沉降地图的空间分辨率。此外,匹配的参数时间模型适合变形信号,以便增强小幅度沉降的检测。这些技术组合提供了一种用于测量城市环境中的小规模变形的手段,并将其发生与已知的变形驱动器相关联。正在进行的西雅图高架桥隧道工程中提出了结果,该项目由城市的3.2公里长的无聊的道路隧道组成。分析了两个卫星数据集(来自相反的外观方向的Radarsat-2 Spotlight模式堆栈)以获得跨越2012 - 2015年的时间段的感兴趣区域的2D(垂直+东西)变形图,这些结果与已知地下水相关提取事件。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号