Abstract

Steep rock slopes present key opportunities and challenges within Earth science applications. Due to partial or complete inaccessibility, high-precision surveys of these high-relief landscapes remain a challenge. Direct georeferencing (DG) of unoccupied aerial vehicles (UAVs) with advanced onboard GNSS receivers presents opportunities to generate high-resolution 3D datasets without ground-based access to the study area. However, recent research has revealed large vertical errors using DG that may prove problematic in near-vertical terrain. To address these concerns, we examined more than 75 photogrammetric UAV-datasets with various imaging angles (nadir, oblique, and combinations) and ground control scenarios, including DG, along a steep slope exposure. Results demonstrate that mean errors in DG scenarios are up to 0.12 m higher than datasets using integrated georeferencing with well-distributed GCPs. Inclusion of GCPs greatly reduced mean error values but had limited influence on precision (<0.01 m) for any given imaging strategy. Use of multiple image angles resulted in the highest precisions, regardless of georeferencing strategy. These findings have implications for applications requiring the highest precision and accuracy (e.g., geotechnical engineering, hazard mitigation and mapping, and geomorphic change detection), which should consider using ground control whenever possible. However, for applications less concerned with absolute accuracy, our results show that DG datasets provide strong internal consistency and relative accuracy that may be suitable for high precision measurements within a model, without use of ground control.

Highlights

  • Imaging geometry has a more profound impact on standard deviation and internal consistency of 3D datasets, but may reduce absolute accuracy unless sufficient number of ground control points (GCPs) are included in structure-from-motion and multi-view stereo (SfM-MVS) processing

  • RTK-only for all imaging scenarios. These findings suggest that GCPs measured with survey-grade GNSS are imperative for the highest absolute accuracy and alignment of SfM-MVS models with geospatial coordinates, even when employing an RTK-unoccupied aerial vehicles (UAVs)

  • Direct georeferencing of UAV-SfM is an appealing solution for surveyors and researchers with potential to increase efficiency and obtain reliable 3D measurements of inaccessible locations

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Summary

Introduction

Due to partial or complete inaccessibility, quantitative documentation of these high-relief landscapes is challenging for established surveying methods that commonly require ground-based measurements. Remote sensing techniques, such as light detection and ranging (LiDAR) and photogrammetry, are commonly used to record detailed 3-dimensional (3D) information of inaccessible slopes in academic, commercial, and public safety applications. TLS is well-suited to steeply sloping planes and façades when compared to conventional airborne surveys with nadir look angles [3,4] and has been used in geotechnical engineering [5,6,7] and geologic [8,9,10] applications.

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