DIGITAL SURFACE MODEL DERIVED FROM UAS IMAGERY ASSESSMENT USING HIGH-PRECISION AERIAL LIDAR AS REFERENCE SURFACE

J. Lopez, R. Munjy
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Abstract

Abstract. Imagery captured from aerial unmanned systems (UAS) has found significant utility in the field of surveying and mapping as the efforts of the computer vision field combined the principles of photogrammetry. Its respectability in the remote sensing community as increased as the miniaturization of on-board survey-grade global navigation satellite system (GNSS) signal receivers has made it possible to produce high network accuracy contributing to effective aerotriangulation. UAS photogrammetry has gained much popularity because of its effectiveness, efficiency, economy, and especially its availability and ease of use. Although photogrammetry has proven to meet and exceed planimetric precision and accuracy, variables tend to cause deficiencies in the achievement of accuracy in the vertical plane. This research aims to demonstrate achievable overall accuracy of surface modelling through minimization of systematic errors at a significant level using a fixed-wing platform designed for high-accuracy surveying with the eBee Plus and X models by SenseFly equipped with survey-grade GNSS signal-receiving capabilities and 20MP integrated, fixed-focal length camera. The UAS campaign was flown over a site 320 m by 320 m with 81 surveyed 3D ground control points, where horizontal positions were surveyed to 1.0 cm horizontal accuracy and 0.5 cm vertical accuracy using static GNSS methods and digital leveling respectively. All AT accuracy was based on 75 independent checkpoints. The digital surface model (DSM) was compared to a reference DSM generated from high-precision manned aerial LiDAR using the Optech Galaxy scanner. Overall accuracy was in the sub-decimeter level vertically in both commercial software used, including Pix4Dmapper and Agisoft Metashape.
以高精度航空激光雷达为参考面,对卫星影像进行评估,得出数字表面模型
摘要随着计算机视觉技术与摄影测量学原理的结合,从航空无人系统(UAS)中获取的图像在测绘领域有了重要的应用。随着星载测量级全球导航卫星系统(GNSS)信号接收器的小型化,它在遥感界的地位日益提高,从而有可能产生高网络精度,有助于有效的航空三角测量。无人机摄影测量因其有效性、高效性、经济性,特别是其可获得性和易用性而广受欢迎。虽然摄影测量已被证明满足并超过平面精度和精度,但变量往往导致在垂直平面上实现精度的不足。本研究旨在利用固定翼平台,通过将系统误差最小化,实现地面建模的整体精度,该平台采用SenseFly公司的eBee Plus和X模型设计的高精度测量平台,配备测量级GNSS信号接收能力和20MP集成定焦距相机。UAS活动在一个320米乘320米的场地上飞行,有81个三维地面控制点,其中水平位置分别使用静态GNSS方法和数字水准测量到1.0厘米的水平精度和0.5厘米的垂直精度。所有AT的准确度都是基于75个独立的检查点。将数字表面模型(DSM)与使用Optech Galaxy扫描仪的高精度载人航空激光雷达生成的参考DSM进行了比较。在使用的商业软件中,包括Pix4Dmapper和Agisoft Metashape,总体精度垂直在亚分米级别。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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