Abstract

Low-altitude unmanned aerial vehicle (UAV) photogrammetry combined with structure-from-motion (SFM) algorithms is the latest technological approach to imaging 3D stereo constructions. At present, derivative products have been widely used in landslide monitoring, landscape evolution, glacier movement, volume measurement, and landscape change detection. However, there is still a lack of research into the accuracy of 3D data positioning based on the structure-from-motion of unmanned aerial vehicle (UAV-SFM) technology, itself, which can affect the measurable effectiveness of the results in further applications of this technological approach. In this paper, validation work was carried out for the DJI Phantom 4 RTK UAV, for earth observation data related to 3D positioning accuracy. First, a test plot with a relatively stable surface was selected for repeated flight imaging observations. Specifically, three repeated flights were performed on the test plot to obtain three sorties of images; the structure from motion and multi-view stereo (SFM-MVS) key technology was used to process and construct a 3D scene model, and based on this model the digital surface model (DSM) and digital orthophoto map (DOM) data of the same plot with repeated observations were obtained. In order to check the level of 3D measurement accuracy of the UAV technology itself, a window selection-based method was used to sample the point cloud set data from the three-sortie repeat observation 3D model. The DSM and DOM data obtained from three repeated flights over the surface invariant test plots were used to calculate the repeat observation 3D point errors, taking into account the general methodology of redundant observation error analysis for topographic surveys. At the same time, to further analyze the limits of the UAV measurement technique, possible under equivalent observation conditions with the same processing environment, a difference model (DOD) was constructed for the DSM data from three sorties, to deepen the overall characterization of the differences between the DSMs obtained from repeated observations. The results of the experimental study concluded that both the analysis of the 3D point set measurements based on window sampling and the accuracy evaluation using the difference model were generally able to achieve a centimeter level of planimetric accuracy and vertical accuracy. In addition, the accuracy of the surface-stabilized hardened ground was better, overall, than the accuracy of the non-hardened ground. The results of this paper not only probe the measurement limits of this type of UAV, but also provide a quantitative reference for the accurate control and setting of an acquisition scheme of the UAV-based SfM-MVS method for geomorphological data acquisition and 3D reconstruction.

Highlights

  • In recent years, fast 3D reconstruction algorithms using structures from motion and multi-view stereo (MVS) techniques, high-spatial-resolution imagery from ground or unmanned aerial vehicle (UAV), and a range of derivatives have been used in many applications

  • The standard deviation and root mean square error values can reach the centimeter level when the DoD-digital surface models (DSM) difference model change detection is constructed based on the UAV repeated-observation SfM-MVS

  • DJI Phantom 4 real-time kinematics (RTK) consumer UAV was used for data acquisition; UAV

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Summary

Introduction

Fast 3D reconstruction algorithms using structures from motion and multi-view stereo (MVS) techniques, high-spatial-resolution imagery from ground or UAV, and a range of derivatives have been used in many applications. There has been a significant growth the in airborne photogrammetry of unmanned aerial vehicles (UAVs), due to the democratization of the use of UAVs in the civilian sector This was used by Daakir M et al for direct georeferencing of digital surface models (DSM), without relying on ground control point (GCP) measurements to initially probe the maximum accuracy achievable by a coupled camera and GPS receiver system [17]. This paper addresses DSM data obtained using a DJI Phantom 4 RTK consumergrade UAV, through repeated observations of the same, unchanging area, and analyses the differences between DSMs, according to the general error analysis method of topographic surveying, combined with the sampling method of the window surface and the DoD-DSM model, which helps to measure the limits of UAV surveying technology for change detection, and provides a quantitative reference and technical support for the application and promotion of this type of UAV

Study Area
UAV-Based Repeat Observation Data Acquisition Scheme
Technical Framework for the Study
DSM Construction for SFM-MVS
Window Sampling and DoD Differential Processing Techniques
Visualisation and Interpretation of Typical Land Classes
Comparative Analysis of UAV-3D Accuracy Based on DoD-DSM
Findings
Conclusions
Full Text
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