高精度大地坐标系上远距离全景图像的首次实验

P. Javadi, J. L. Lerma, L. García-Asenjo
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引用次数: 0

摘要

岩崩和滑坡的地质监测越来越多地通过集成不同地理信息技术的解决方案来实现,这些解决方案可以快速提供3D点云或模型,这些点云或模型需要严格遵循同一参考系统。基于遥感的方法,如地面激光扫描或摄影测量,需要精确的地面控制,这通常是通过大地测量来提供的。然而,当研究区域较大且受地形限制较大时,这些大地测量技术并不总能给出准确的目标点,这些目标点分布在被监测对象内,只有外部参考框架可用于提供这些三维点云或模型的绝对方向。在这种情况下,与地面激光扫描相比,地面摄影测量显示出明显的优势。然而,它可能需要从分布良好的站点拍摄大量高质量图像,从而阻碍了所需的快速数据收集。解决这个问题的一个可能的替代方案是使用全景摄影测量方法,通过使用像Gigapan这样的机器人设备,以及从稳定的参考系站进行系统的收集程序,这些参考系的坐标是精确和良好控制的。这篇文章描述了在Cortes de Pallás(西班牙)进行的一项实验,在那里,由10根柱子和15个检查点组成的现有基础设施每年进行毫米级监测,以调查远程全景摄影测量应用于变形监测的潜力。全景图像是使用Gigapan机器人设备从7个选定的柱子上拍摄的。分析了定向全景图像的精度、该方法在远距离(500 ~ 1000 m)的性能以及与15个检查点大地测量技术的一致性。最后,对全景摄影测量技术在遥感变形监测中的适用性进行了总结。
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First experiment of long-range panoramic images on a high-precision geodetic reference frame
Geomonitoring of rockfalls and landslides is increasingly carried out by solutions that integrate different geomatics techniques to provide quickly 3D point clouds or models that are required to be rigorously in the same reference system. Methods based on remote sensing such as terrestrial laser scanning or photogrammetry need precise ground control, which is usually provided by means of geodetic surveys. However, when the study area is large with strong limitations due to particular orography, those geodetic techniques cannot always grant accurate target points optimally distributed within the monitored object, and only an external reference frame is available to provide absolute orientation to those 3D point clouds or models. In that case, terrestrial photogrammetry shows clear advantages compared to terrestrial laser scanning. Still, it may require a large number of high-quality images taken from well-distributed stations, thus hampering the desired fast data collection. A possible alternative to cope with this problem is the use of the panoramic photogrammetry method by using robotic devices like Gigapan along with a systematic collection procedure from stable stations of a reference frame whose coordinates are accurate and well-controlled. This contribution describes an experiment conducted in Cortes de Pallás (Spain), where an existing infrastructure consisting of 10 pillars and 15 check points is annually monitored at millimetric level, to investigate the potential of long-range panoramic photogrammetry as applied to deformation monitoring. The panoramic images were taken from 7 selected pillars using the Gigapan robotic device. The accuracy of oriented panoramic images, the performance of the method in long-ranges (500-1000 m), and the consistency with the geodetic techniques in the 15 check points were analyzed. Finally, some conclusions about the suitability of panoramic photogrammetry as applied to long-range deformation monitoring are drawn.
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