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Calibration Requirements for Airborne SAR Interferometry

机译:机载SAR干涉测量学的校准要求

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One of the main limitation on the use of SAR interferometry to automatically generate Digital Elevation Models (DEM) is related with both the accurate calibration of the system parameters and its stability from flight to flight. The unstable movements of an airborne SAR platform can be corrected during the processing step, as long as those movements are recorded in an accurate manner. Errors and time drifts in the system parameters or on the plane position and attitude measurements lead to geolocation errors in the final DEM. A calibration method based on the so-called "sensitivity equations", which relate the target location error with the error on the estimation of the system parameters, is described. The equations have been derived by differentiating the interferometric geolocation equations in closed form for the most general case in a squinted geometry. The interferometer parameters considered are the baseline length and elevation, common time delay, interferometric constant phase, plane position and attitude angle offsets, etc. The equations can be used to both calibrate a single DEM from different ground control points (GCP) spread along the swath and the full interferometer from well-known located corner reflectors (CR).
机译:使用SAR干涉测量法自动生成数字高度模型(DEM)的主要限制之一与系统参数的准确校准及其从飞行飞往飞行的稳定性有关。在处理步骤期间,可以校正空气传播SAR平台的不稳定运动,只要这些运动以准确的方式记录。在系统参数或平面位置和姿态测量中漂移的错误和时间漂移导致最终DEM中的地理位置错误。描述了基于所谓的“灵敏度方程”的校准方法,其将目标位置误差与系统参数估计的误差相关联。通过在眯着眼睛的几何形状中将干涉式地理定位方程区分以封闭形式的封闭形式的区分器地理定位方程来得出。考虑的干涉仪参数是基线长度和高度,常见时间延迟,干涉恒定相位,平面位置和姿态角度偏移等。方程可以用于校准来自不同地面控制点(GCP)的单个DEM沿着来自众所周知的角落反射器(CR)的条子和完全干涉仪。

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