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Experiences with GPS assisted aerial triangulation in The Netherlands

机译:GPS辅助空中三角测量的经验在荷兰

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Determination of the relative positions of photo projection centers using the Global Positioning System (GPS) has become an important tool for aerial triangulation. This statement holds true even for a country, such as The Netherlands, where a lot of ground control is available. The use of GPS only marginally increases the costs of the photo flight, but creates the potential for a large reduction in ground control. In The Netherlands there is a network of five permanent GPS reference stations available. Therefore, there is no need to set up a dedicated reference receiver in the project area. However, the relative precision of the projection centers is only slightly better than 10cm standard deviation. With ground precision requirements at the centimeter level, ground control cannot be reduced to the theoretical minimum of only a few points. The paper discusses a practical test with GPS assisted aerial triangulation, investigating the possibilities for reducing the amount of ground control. The results of three bundle adjustment computations are analysed. For the first computation a standard amount of ground control was available. In the second computation the amount of ground control was reduced by almost 50%. In the third computation all ground control was used, but the GPS observations were not. The average spatial shifts of the tie points of the second and third computations, relative to the first, were in the same order of magnitude. However, the exclusion of the GPS observations affected mainly the vertical direction homogeneously over the block, while the reduction in ground control locally degraded the precision of the tie points in all directions. It was concluded that a major reduction in ground control degrades the precision too much to be acceptable, and that GPS is essential for meeting the precision requirements in height.
机译:使用全球定位系统(GPS)确定照片投影中心的相对位置(GPS)已成为空中三角剖分的重要工具。这句话即使是一个国家,例如荷兰,在那里提供了很多地面控制。 GPS的使用仅限略微增加了照片飞行的成本,而是产生了大量降低的地面控制的可能性。在荷兰,有一个可用的五个永久性GPS参考站网络。因此,不需要在项目区域中设置专用参考接收器。然而,投影中心的相对精度仅略高于10cm标准偏差。在厘米级的地面精度要求下,地面控制不能减少到理论上只有几点。本文讨论了GPS辅助空中三角测量的实际测试,研究了降低地面控制量的可能性。分析了三个捆绑调整计算的结果。对于第一个计算,可提供标准的地面控制量。在第二个计算中,地面控制量降低了近50%。在第三种计算中,使用所有地面控制,但GPS观察不是。相对于第一,第一和第三计算的连杆点的平均空间偏移与相同的数量级。然而,排除GPS观察主要在块上均匀地影响垂直方向,而接地控制的减小局部地降低了各个方向的连接点的精度。得出结论,地面控制的主要减少了太多可接受的精度,并且GPS对于满足高度的精度要求至关重要。

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