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Topographic corrections of synthetic aperture radar (SAR) images over hilly regions are vital for retrieval of correct backscatter values associated with natural targets. The coarse resolution external digital elevation models (DEM) available for topographic corrections of high resolution SAR images often result into degradation of spatial resolution or improper estimation of backscatter values in SAR images. Also, many a times the external DEMs do not spatially co-register well with the SAR data. The present study showcases the methodology and results of topographic correction of ALOS-PALSAR image using high resolution DEM generated from the same data. High resolution DEMs of Jaipur region, India were generated using multiple pair SAR images acquired from ALOS-PALSAR using interferometric (InSAR) techniques. The DEMs were validated using differential global positioning system measured elevation values as ground control points and were compared with photogrammetric DEM (advanced spaceborne thermal emission and reflection radiometer – ASTER) and SRTM (Shuttle Radar Topography Mission) DEM. It was observed that ALOS-PALSAR images with optimum baseline parameters produced high resolution DEM with better height accuracy. Finally, the validated DEM was used for topographic correction of ALOS-PALSAR images of the same region and were found to produce better result as compared with ASTER and SRTM-DEM. 相似文献
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提出一种SAR数据检测桥面高度的反演方法。用几何射线描述桥梁散射机制, 依据去取向理论和分类参数分析, 得到SAR成像中桥梁结构目标单次、二次、三次散射的成像规律。通过SAR图像分类参数的聚类与细化、滤波和Hough变换直线检测算法, 检测出单次、二次和三次散射回波所成位置线图像, 进一步构成桥面高度的反演算法。用机载Pi-SAR数据反演了日本鸣门大桥的桥面高度和桥面宽度, 并与实测数据对比。按照该方法, 进一步采用星载ALOS-PALSAR数据检测中国东海大桥的桥面高度。反演方法是可行的。 相似文献
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