上海国土资源
上海國土資源
상해국토자원
2013年
4期
12~16
,共null页
杨梦诗 蒋亚楠 廖明生 王寒梅
楊夢詩 蔣亞楠 廖明生 王寒梅
양몽시 장아남 료명생 왕한매
时间序列差分干涉测量 高分辨军SAR影像 地面沉降监测 临港新城
時間序列差分榦涉測量 高分辨軍SAR影像 地麵沉降鑑測 臨港新城
시간서렬차분간섭측량 고분변군SAR영상 지면침강감측 림항신성
time series DInSAR; high-resolution SAR images; land subsidence monitonng; Lingang New City
上海临港新城是通过围垦造地工程建设而成,特殊的地质条件和地理位置,使其地质环境变化备受关注。而建立和完善该新城的水准测量网需要定时间,且基于点的水准监测难以获得区域沉降情况。时间序列InSAR方法可通过空间信息实施大范围监测,对于此类海塘新区的地面沉降监测具有独特优势。本文处理和分析了11景TerraSAR-X影像,并与之前的研究成果进行分析。实验结果表明,临港新城的沉降情况与围垦成陆的建设施工时序密切相关,九四塘以西的老冲填土区已趋于稳定,并有回弹趋势;九四塘以东的新冲填土区形变量较大,沉降速率近35mm/a。利用14个水准点的监测数据进行验证,其平均误差为1510mm、中误差为2016,说明该方法可以满足城市形变监测的需求。
上海臨港新城是通過圍墾造地工程建設而成,特殊的地質條件和地理位置,使其地質環境變化備受關註。而建立和完善該新城的水準測量網需要定時間,且基于點的水準鑑測難以穫得區域沉降情況。時間序列InSAR方法可通過空間信息實施大範圍鑑測,對于此類海塘新區的地麵沉降鑑測具有獨特優勢。本文處理和分析瞭11景TerraSAR-X影像,併與之前的研究成果進行分析。實驗結果錶明,臨港新城的沉降情況與圍墾成陸的建設施工時序密切相關,九四塘以西的老遲填土區已趨于穩定,併有迴彈趨勢;九四塘以東的新遲填土區形變量較大,沉降速率近35mm/a。利用14箇水準點的鑑測數據進行驗證,其平均誤差為1510mm、中誤差為2016,說明該方法可以滿足城市形變鑑測的需求。
상해림항신성시통과위은조지공정건설이성,특수적지질조건화지리위치,사기지질배경변화비수관주。이건립화완선해신성적수준측량망수요정시간,차기우점적수준감측난이획득구역침강정황。시간서렬InSAR방법가통과공간신식실시대범위감측,대우차류해당신구적지면침강감측구유독특우세。본문처리화분석료11경TerraSAR-X영상,병여지전적연구성과진행분석。실험결과표명,림항신성적침강정황여위은성륙적건설시공시서밀절상관,구사당이서적로충전토구이추우은정,병유회탄추세;구사당이동적신충전토구형변량교대,침강속솔근35mm/a。이용14개수준점적감측수거진행험증,기평균오차위1510mm、중오차위2016,설명해방법가이만족성시형변감측적수구。
Lingang New City in Shanghai was built on land reclaimed ~om the sea, and the associated changes in the geological environment required considerable attention due to the special nature of the geological conditions and geographic location. In such a setting, monitoring land levels is difficult, and obtaining regional subsidence information is time consuming. However, the large-scale monitoring time series derived from InSAR measurements offers unique advantages in these situations. In this paper, analysis of InSAR time series was used to investigate ground deformation in Lingang New City using 11 TerraSAR-X images acquired between 2009 and 2010, and the results of this study were compared with previous research. The results demonstrate that, dunng this period, subsidence in Lingang New City was closely related to the sequence of construction works. The areas of former hydraulic fill soil become stable and even rebounded, while the new hydraulic fill soils showed greater deformation, with an average subsidence rate of 35 mm/year. These results have been validated by monitoring data ~om 14 leveling points provided by the Shanghai Institute of Geological Survey, and the average error was 1.510 mm, while the mean square error was 2.016, which means that the results of the time sedes analysis meet the demands of the city with regard to deformation monitonng.