基于Trimble-UX5无人机获取图像创建正射影像图的精度研究

IF 0.3 Q4 REMOTE SENSING
V. Hlotov, A. Hunina, Z. Siejka
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引用次数: 5

摘要

摘要:本文的主要目的是验证利用无人机(UAV) Trimble- UX5制作大规模正射影像图的可能性。在航空测量之前,对研究区域进行了规划的高度参考。研究区域以三角形(0.5 × 0.5 × 0.2 m)的形式标记出独特的检查点,用于精确正射影像图精度的检查点用相似的三角形标记。应用GNSS实时运动学测量中标记参考点坐标和检查点的确定方法。在安装的Trimble Access航空成像设备的帮助下,已经完成了航空测量的投影,该设备已用于运行UX5。在数码相机索尼NEX-5R的帮助下,从200米和300米高度完成了Trimble UX5无人机的空中测量。这些航空测量数据是用专门的摄影测量软件Pix 4D进行计算的。在它的帮助下,制作了测量对象的正射影图。为了确定航测结果的精确精度,根据正射影像图设置了检查站坐标。应用GNSS测量值,根据集合坐标计算平均平方误差。利用航测数据对研究区空间坐标进行了先验精度估算:Remeniv村mx=0.11 m, my=0.15 m, mz=0.23 m, Vynnyky镇mx=0.26 m, my=0.38 m, mz=0.43 m。利用无人机获取的图像和参考点的均方误差,研究了确定检查点坐标的精度。通过对所得到的正射影像图精度估计结果的比较分析,得出均方误差不超过先验精度估计的结论。研究了应用Trimble UX5无人机制作大规模正射影像图的可能性。利用无人机的航测输出数据,可以应用于对人的潜在危险物体的监测、国家边境管制、居民点的检查。因此,控制得到的结果的精度是很重要的。基于已有的分析和实验研究,可以得出结论,与土地测量方法相比,使用无人机可以更有效地找到数据。因此,Trimble UX5无人机提供了以所需精度调查建筑区域的可能性,用于制作以下比例1:20 00,1:10 00,1:50 00的正射影像图。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Accuracy Investigation of Creating Orthophotomaps Based on Images Obtained by Applying Trimble-UX5 UAV
Abstract The main purpose of this work is to confirm the possibility of making largescale orthophotomaps applying unmanned aerial vehicle (UAV) Trimble- UX5. A planned altitude reference of the studying territory was carried out before to the aerial surveying. The studying territory has been marked with distinctive checkpoints in the form of triangles (0.5 × 0.5 × 0.2 m). The checkpoints used to precise the accuracy of orthophotomap have been marked with similar triangles. To determine marked reference point coordinates and check-points method of GNSS in real-time kinematics (RTK) measuring has been applied. Projecting of aerial surveying has been done with the help of installed Trimble Access Aerial Imaging, having been used to run out the UX5. Aerial survey out of the Trimble UX5 UAV has been done with the help of the digital camera SONY NEX-5R from 200m and 300 m altitude. These aerial surveying data have been calculated applying special photogrammetric software Pix 4D. The orthophotomap of the surveying objects has been made with its help. To determine the precise accuracy of the got results of aerial surveying the checkpoint coordinates according to the orthophotomap have been set. The average square error has been calculated according to the set coordinates applying GNSS measurements. A-priori accuracy estimation of spatial coordinates of the studying territory using the aerial surveying data have been calculated: mx=0.11 m, my=0.15 m, mz=0.23 m in the village of Remeniv and mx=0.26 m, my=0.38 m, mz=0.43 m in the town of Vynnyky. The accuracy of determining checkpoint coordinates has been investigated using images obtained out of UAV and the average square error of the reference points. Based on comparative analysis of the got results of the accuracy estimation of the made orthophotomap it can be concluded that the value the average square error does not exceed a-priori accuracy estimation. The possibility of applying Trimble UX5 UAV for making large-scale orthophotomaps has been investigated. The aerial surveying output data using UAV can be applied for monitoring potentially dangerous for people objects, the state border controlling, checking out the plots of settlements. Thus, it is important to control the accuracy the got results. Having based on the done analysis and experimental researches it can be concluded that applying UAV gives the possibility to find data more efficiently in comparison with the land surveying methods. As the result, the Trimble UX5 UAV gives the possibility to survey built-up territories with the required accuracy for making orthophotomaps with the following scales 1: 2000, 1: 1000, 1: 500.
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