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TRAJECTORY ADJUSTMENT OF MOBILE LASER SCAN DATA IN GPS DENIED ENVIRONMENTS

机译:GPS拒绝环境中移动激光扫描数据的轨迹调整

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Mobile mapping often occurs in environments with poor or no GNSS signal reception (tunnels, urban canons, canopy ...). Most mobile scanning systems are equipped with tactical grade inertial systems, GNSS outages longer than 30-60 seconds may lead to a rapid decrease in absolute positioning accuracy that might be below the client's expectations. In order to guarantee sufficient positioning accuracy even in such environments the data must be corrected. This can either happen by readjusting the final point cloud using control points (3D translations) or by directly correcting the trajectory by adding external position updates. The approach presented in this paper consists in detecting targets (either existing or placed before measurement) that can easily be identified in the point cloud and that have been measured independently. By identifying the 3D point closest to the target's center, computing the coordinate difference to the corresponding GCP and retrieving its GNSS-timestamp and the internal scanner coordinates, an external position update at a given time can be computed. This procedure has proven its efficiency in several projects including scanning tunnels up to 5km length, where the positional error (in 3D) of the resulting point cloud could be reduced from 5m (in the middle of the tunnel) down to better than 5cm using GCPS only every 400m.
机译:移动式映射通常发生在具有差的环境或没有GNSS信号接收(隧道,城市教规,遮篷)的环境中。大多数移动扫描系统配备了战术级惯性系统,GNSS中断超过30-60秒可能导致绝对定位精度的快速降低,可能低于客户的期望。为了在这种环境中保证足够的定位准确性,即使在这种环境中必须纠正数据。这可以通过使用控制点(3D翻译)重新调整最终点云或通过添加外部位置更新来直接校正轨迹来实现这一切。本文所呈现的方法包括检测可以在点云中容易地识别的目标(现有或放置在测量之前),并且已经独立地测量。通过识别最靠近目标中心的3D点,计算与相应的GCP的坐标差并检索其GNSS时间戳和内部扫描仪坐标,可以计算给定时间的外部位置更新。该程序已在几个项目中证明其效率,包括扫描隧道长度,长度为5km,其中所得点云的位置误差(3D中)可以从5米(在隧道中间)下降到使用GCP而优于5cm只有每400米。

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