Data post-processing method and system for dam and landslide deformation GB-SAR monitoring
A GB-SAR, data technology, applied in image data processing, geometric CAD, 3D modeling, etc., can solve problems such as difficulties, lack of post-processing technology research on dam and landslide monitoring data, and post-processing of long-term sequence data. , to reduce the difficulty, overcome the difficulty of atmospheric phase correction and phase unwrapping, and eliminate the atmospheric disturbance part
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Embodiment 1
[0081] Taking the GB-SAR low-frequency and long-period monitoring data of GY arch dam deformation as an example, according to the factors that cause observation interruptions such as weather during monitoring, at the same time, in order to improve data processing efficiency, effectively control time loss correlation, and ensure that each sub-set The time base between the images is relatively small and the meteorological parameters are relatively stable. The 945 images of the dam body with good quality (after preprocessing such as interference image generation and low-quality image elimination, the 954 images of the dam area represented by the plane Cartesian coordinate system are obtained. Interferometric images, such as figure 2shown) is set to 38 image subsets, and the longest time baseline inside the subset is about 3h. When the image subset was established, it was found that the temperature changes around noon are more drastic, and it reaches a peak around 12:00 noon, cor...
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[0164] Based on the PS network, the obtained 4289 PS points, 14433 baselines and 9617 triangles are used to construct the PS point differential phase model, and the initial value of the differential phase is determined by parameter estimation. There are 14433 baselines in each image of the dam at different times, corresponding to 14433 differential interferometric phase equations as shown in formula (2), and each equation consists of 37 equations. Therefore, the post-processing data matrix of the arch dam consists of 14433 dimensions in space and 37 dimensions in time. By estimating the parameters of the model in the triangular network, the linear deformation rate increment Δv of each baseline in the triangular network can be obtained. However, the absolute deformation rate of the PS points at both ends of each baseline cannot be directly obtained through the linear deformation rate increment of each baseline, and the absolute elevations of the remaining points can only be obt...
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