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A Direct Georeferencing Method for Terrestrial Laser Scanning Using GNSS Data and the Vertical Deflection from Global Earth Gravity Models

机译:使用GNSS数据和全球重力场模型的垂直偏转进行地面激光扫描的直接地理配准方法

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摘要

Terrestrial laser scanning is an efficient technique in providing highly accurate point clouds for various geoscience applications. The point clouds have to be transformed to a well-defined reference frame, such as the global Geodetic Reference System 1980. The transformation to the geocentric coordinate frame is based on estimating seven Helmert parameters using several GNSS (Global Navigation Satellite System) referencing points. This paper proposes a method for direct point cloud georeferencing that provides coordinates in the geocentric frame. The proposed method employs the vertical deflection from an external global Earth gravity model and thus demands a minimum number of GNSS measurements. The proposed method can be helpful when the number of georeferencing GNSS points is limited, for instance in city corridors. It needs only two georeferencing points. The validation of the method in a field test reveals that the differences between the classical georefencing and the proposed method amount at maximum to 7 mm with the standard deviation of 8 mm for all of three coordinate components. The proposed method may serve as an alternative for the laser scanning data georeferencing, especially when the number of GNSS points is insufficient for classical methods.
机译:地面激光扫描是一种有效的技术,可为各种地球科学应用提供高度精确的点云。点云必须转换为定义明确的参考系,例如全球大地参考系1980。转换为地心坐标系是基于使用几个GNSS(全球导航卫星系统)参考点估算七个Helmert参数的基础。本文提出了一种直接点云地理配准的方法,该方法在地心框架中提供坐标。所提出的方法利用了外部全球地球重力模型的垂直偏转,因此需要最少数量的GNSS测量。当地理参考GNSS点的数量有限时(例如在城市走廊中),建议的方法可能会有所帮助。它仅需要两个地理配准点。在现场测试中对该方法的验证表明,对于所有三个坐标分量,经典地理参考与建议方法之间的差异最大为7 mm,标准偏差为8 mm。所提出的方法可以用作激光扫描数据地理配准的替代方法,尤其是当GNSS点的数量不足以用于传统方法时。

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