Abstract

Abstract. Within the past years, the development of high-quality Inertial Measurement Units (IMU) and GNSS technology and dedicated RTK (Real Time Kinematic) and PPK (Post-Processing Kinematic) solutions for UAVs promise accurate measurements of the exterior orientation (EO) parameters which allow to georeference the images. Whereas the positive impact of known precise GNSS coordinates of camera positions is already well studied, the influence of the angular observations have not been studied in depth so far. Challenges include accuracies of GNSS/IMU observations, excessive angular motion and time synchronization problems during the flight. Thus, this study assesses the final geometric accuracy using direct georeferencing with high-quality post-processed IMU/GNSS and PPK corrections. A comparison of different data processing scenarios including indirect georeferencing, integrated solutions as well as direct georeferencing provides guidance on the workability of UAV mapping approaches that require a high level of positional accuracy. In the current research the results show, that the use of the post-processed APX-15 GNSS and IMU data was particularly beneficial to enhance the image orientation quality. Horizontal accuracies within the pixel level (2.8 cm) could be achieved. However, it was also shown, that the angular EO parameters are still too inaccurate to be assigned with a high weight during the image orientation process. Furthermore, detailed investigations of the EO parameters unveil that systematic sensor misalignments and offsets of the image block can be reduced by the introduction of four GCPs. In this regard, the use of PPK corrections reduces the time consuming field work to measure high quantities of GCPs and makes large-scale UAV mapping a more feasible solution for practitioners that require high geometric accuracies.

Highlights

  • The advent of low cost, reliable, user-friendly and lightweight unmanned aerial vehicles (UAVs) have created new opportunities for collecting timely, tailored, detailed and highquality geospatial information (Colomina & Molina 2014)

  • Focused on cadastral UAV mapping projects that require a high level of geometric accuracy this study explores the potentials of direct georeferencing with post-processed (PPK) Inertial Measurement Units (IMU)-GNSS data

  • Lowest accuracies were detected during turns where the IMU has difficulties to follow the change which in succession leads to higher uncertainties of IMU/GNSS observations than during smooth and straight parts of the flight route

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Summary

Introduction

The advent of low cost, reliable, user-friendly and lightweight unmanned aerial vehicles (UAVs) have created new opportunities for collecting timely, tailored, detailed and highquality geospatial information (Colomina & Molina 2014). The development of high-quality Inertial Measurement Units (IMU) and GNSS technology and dedicated RTK (Real Time Kinematic) and PPK (Post-Processing Kinematic) solutions for UAVs promise accurate measurements of the exterior orientation (EO) parameters which allow to georeference the images. The utilization of such devices has the ability to increasingly minimize or even eliminate the need to collect ground reference points. There is a general consensus that final positional accuracies are

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