中国有色金属学报(英文版)
中國有色金屬學報(英文版)
중국유색금속학보(영문판)
TRANSACTIONS OF NONFERROUS METALS SOCIETY OF CHINA
2014年
10期
3309-3315
,共7页
刘振国%卞正富%雷少刚%刘东烈%Andrew SOWTER%Andrew SOWTER
劉振國%卞正富%雷少剛%劉東烈%Andrew SOWTER%Andrew SOWTER
류진국%변정부%뢰소강%류동렬%Andrew SOWTER%Andrew SOWTER
DInSAR%地理编码%PSI%重复采动%角反射器%沉陷监测
DInSAR%地理編碼%PSI%重複採動%角反射器%沉陷鑑測
DInSAR%지리편마%PSI%중복채동%각반사기%침함감측
DInSAR%geocoding%persistent scatterer interferometry (PSI)%repeated excavation%corner reflector%subsidence monitoring
基于高分辨率TerraSAR-X数据,利用DInSAR和PSI技术监测山区重复采动引起的地表沉陷。在 DInSAR数据处理过程中,分别利用SRTM、基于矿区大比例尺航测地形图生成的relief-DEM对外部DEM的影响进行分析评价。结果表明,由于研究区的地形复杂,SRTM无法充分补偿地形相位。随后,利用在矿区范围内布设的角反射器对基于不同外部DEM的地理编码进行检验,结果显示,基于relief-DEM的地理编码精度明显较优,其在X、Y方向的地理编码中误差分别为6.35 m和11.65 m。对于PSI技术,为了降低形变梯度过大对相位解缠的影响,基于时序DInSAR的处理结果,对识别出来的PS点进行掩模,使得只有位于沉陷边缘和稳定区域的PS点用于PSI分析处理。结果表明,PSI技术可以进一步优化时序DInSAR获取的地表形变边界信息。
基于高分辨率TerraSAR-X數據,利用DInSAR和PSI技術鑑測山區重複採動引起的地錶沉陷。在 DInSAR數據處理過程中,分彆利用SRTM、基于礦區大比例呎航測地形圖生成的relief-DEM對外部DEM的影響進行分析評價。結果錶明,由于研究區的地形複雜,SRTM無法充分補償地形相位。隨後,利用在礦區範圍內佈設的角反射器對基于不同外部DEM的地理編碼進行檢驗,結果顯示,基于relief-DEM的地理編碼精度明顯較優,其在X、Y方嚮的地理編碼中誤差分彆為6.35 m和11.65 m。對于PSI技術,為瞭降低形變梯度過大對相位解纏的影響,基于時序DInSAR的處理結果,對識彆齣來的PS點進行掩模,使得隻有位于沉陷邊緣和穩定區域的PS點用于PSI分析處理。結果錶明,PSI技術可以進一步優化時序DInSAR穫取的地錶形變邊界信息。
기우고분변솔TerraSAR-X수거,이용DInSAR화PSI기술감측산구중복채동인기적지표침함。재 DInSAR수거처리과정중,분별이용SRTM、기우광구대비례척항측지형도생성적relief-DEM대외부DEM적영향진행분석평개。결과표명,유우연구구적지형복잡,SRTM무법충분보상지형상위。수후,이용재광구범위내포설적각반사기대기우불동외부DEM적지리편마진행검험,결과현시,기우relief-DEM적지리편마정도명현교우,기재X、Y방향적지리편마중오차분별위6.35 m화11.65 m。대우PSI기술,위료강저형변제도과대대상위해전적영향,기우시서DInSAR적처리결과,대식별출래적PS점진행엄모,사득지유위우침함변연화은정구역적PS점용우PSI분석처리。결과표명,PSI기술가이진일보우화시서DInSAR획취적지표형변변계신식。
The high resolution TerraSAR-X dataset was employed with DInSAR and persistent scatterer interferometry (PSI) technique for subsidence monitoring in a mountainous area. For DInSAR technique, the generally used SRTM and relief-DEM, which was derived from aerial topographic map, were used to evaluate the influence of external DEM. The results show that SRTM could not fully compensate the complex topography of the research area. The corner reflectors installed during the acquisition of SAR dataset were used to estimate the accuracy of geocoding. The terrain corrected geocoding results based on relief-DEM were much better than using SRTM, with the root mean square error (RMSE) being 6.35 m inX direction and 11.65 m inY direction (both in UTM projection), around one pixel of the multilooked intensity image to be geocoded. For PSI technique, the results from time-series analysis of multi-baseline differential interferograms were integrated to restrict only persistent scatterer candidates near the boundary of subsiding area for regression analysis. The results demonstrate that PSI can refine the boundary of subsidence, which could then be used to derive some angular parameters to help people to learn the law of subsidence caused by repeated excavation in this area.