基于图的轨迹优化提高移动激光扫描点云精度

Felix Esser, José Angel Moraga, L. Klingbeil, H. Kuhlmann
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引用次数: 1

摘要

桥梁、水坝等人工结构的变形检测是工程大地测量学中的一项重要任务。揭示变形的经典方法是基于大地测量网,使用来自全站站或GNSS接收器的测量。另一种新方法是基于地面激光扫描确定变形,通过点云比较导致大规模变形结果。在大地测量工程领域,移动激光扫描系统越来越多地用于在短测量时间内生成高分辨率点云,这导致了将其用于变形分析的想法。该测量策略的关键部分是估计扫描仪的轨迹(位置和方向),这允许在全局坐标系(地理参考)中对单个扫描线进行一致的注册。对所得点云精度的最大限制是估计轨迹的精度。在大多数应用中,位置和方向估计是基于GNSS(全球导航卫星系统)和IMU(惯性测量单元)测量的融合。系统误差,因为它们经常出现在GNSS测量中,直接转移到地理参考点云,因此限制了变形分析的潜力。在本文中,我们讨论了是否可以通过将已知地标整合到轨迹估计过程中来改进轨迹估计的问题。使用基于初始GNSS/IMU轨迹生成的点云,可以在点云中观察到地标性目标,并使用基于因子图的方法将其集成到更新的估计中。为了评估由于地标观测而潜在的精度提高,我们进行了测量,将基于GNSS/IMU的结果与额外集成地标的结果进行了比较。实验表明,该方法的精度提高主要体现在对观测参考坐标的残差降低,同时也体现在估计结果的轨迹协方差上。
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Accuracy improvement of mobile laser scanning point clouds using graph-based trajectory optimization
The detection of deformations on man-made structures such as bridges and dams are an essential task in engineering geodesy. The classical method uncovering deformations is based on geodetic networks using measurements from total stations or GNSS receivers. Another new approach is the determination of deformations based on terrestrial laser scans leading to large-scale deformation results by point cloud comparisons. In the field of geodetic engineering, mobile laser scanning systems are increasingly used for high-resolution point cloud generation in short measurement times, which leads to the idea to use these for deformation analysis. A crucial part of this measurement strategy is the estimation of the trajectory (position and orientation) of the scanner, which allows a consistent registration of the single scan lines in a global coordinate system (georeferencing). The largest limitation to the accuracy of the resulting point cloud is the accuracy of the estimated trajectory. In most applications, the estimation of position and orientation are based on the fusion of GNSS (Global Navigation Satellite System) and IMU (Inertial Measurement Unit) measurements. Systematic errors, as they often appear in GNSS measurements, are directly transferred to the georeferenced point cloud and therefor limit the potential for deformation analysis. With this paper we address the questions, if the trajectory estimation can be improved by the integration of known landmarks into the trajectory estimation procedure. Using a point cloud generated with an initial GNSS/IMU based trajectory, landmark targets can be observed in the point cloud and integrated into an updated estimate, using a factor graph-based approach. For the evaluation of a potential accuracy increase due to landmark observations, we performed measurements, comparing GNSS/IMU based results with the ones where landmarks are additionally integrated. The experiments show, that the accuracy increases especially in the heading angle, which is reflected in lower residuals to observed reference coordinates, but also in the trajectory covariances of the estimation results.
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