2016
DOI: 10.3390/rs8020095
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Using an Unmanned Aerial Vehicle-Based Digital Imaging System to Derive a 3D Point Cloud for Landslide Scarp Recognition

Abstract: Landslides often cause economic losses, property damage, and loss of lives. Monitoring landslides using high spatial and temporal resolution imagery and the ability to quickly identify landslide regions are the basis for emergency disaster management. This study presents a comprehensive system that uses unmanned aerial vehicles (UAVs) and Semi-Global dense Matching (SGM) techniques to identify and extract landslide scarp data. The selected study area is located along a major highway in a mountainous region in … Show more

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Cited by 97 publications
(52 citation statements)
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“…One approach to generate such a surface model would be stereo photogrammetric analysis of the overlapping imagery (see for example [49] or the review article by Nex and Remondino [50]). However, such dense and accurate image based 3D surface models depend on a stable, accurate 3D flight pattern and sufficient image overlaps (minimum of 60% for side overlap and 80% for forward overlap) to allow accurate aerial triangulation and point cloud calculation [51].…”
Section: Discussionmentioning
confidence: 99%
“…One approach to generate such a surface model would be stereo photogrammetric analysis of the overlapping imagery (see for example [49] or the review article by Nex and Remondino [50]). However, such dense and accurate image based 3D surface models depend on a stable, accurate 3D flight pattern and sufficient image overlaps (minimum of 60% for side overlap and 80% for forward overlap) to allow accurate aerial triangulation and point cloud calculation [51].…”
Section: Discussionmentioning
confidence: 99%
“…Height data derived from UAS-images, in most cases with Structure-from-Motion software, has been used, for example, for landslide detection [16] and segmentation of buildings [17]. Lechner et al [18] mapped the vegetation extent of upland swamps surrounded by eucalyptus woodland in Australia.…”
Section: Introductionmentioning
confidence: 99%
“…The United States Geological Survey (USGS) simultaneous multiframe analytical calibration (SMAC) distortion model is employed within the calibration procedure. The camera calibration parameters consisted of the focal length (c), principal point offset (x p , y p ), radial (k 1 , k 2 , and k 3 ), and de-centric (P 1 and P 2 ) lens distortions (Al-Rawabdeh et al, 2016). The deviations of the linear path of the flight trajectories are depicted in (Figure 2c and d).…”
Section: Mission Planning and Data Collectionmentioning
confidence: 99%