2021
DOI: 10.3389/feart.2021.801293
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Precision Evaluation and Fusion of Topographic Data Based on UAVs and TLS Surveys of a Loess Landslide

Abstract: In recent years, low-cost unmanned aerial vehicles (UAVs) photogrammetry and terrestrial laser scanner (TLS) techniques have become very important non-contact measurement methods for obtaining topographic data about landslides. However, owing to the differences in the types of UAVs and whether the ground control points (GCPs) are set in the measurement, the obtained topographic data for landslides often have large precision differences. In this study, two types of UAVs (DJI Mavic Pro and DJI Phantom 4 RTK) wit… Show more

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Cited by 15 publications
(6 citation statements)
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“…Hence, an enhanced in terms of spatial coverage and point density point cloud was extracted. Similar studies have recently been conducted, focusing mainly on the correct implementation of fusion algorithms [12,16].…”
Section: Discussionmentioning
confidence: 88%
See 1 more Smart Citation
“…Hence, an enhanced in terms of spatial coverage and point density point cloud was extracted. Similar studies have recently been conducted, focusing mainly on the correct implementation of fusion algorithms [12,16].…”
Section: Discussionmentioning
confidence: 88%
“…To carry out the measurement, as well as to integrate the measurement data with UAV and TLS, customized targets and numbered reference spheres were used [15]. To overpass the fact that some of the point cloud data were missing in the blind area of TLS measurement, authors used the iterative closest point (ICP) algorithm in the Cloud Compare software to conduct data fusion between the point clouds obtained using the DJI Phantom 4 RTK and TLS [16]. It was proved that after the data fusion, the point clouds not only retained the high-precision characteristics of the original point clouds of the TLS, but also filled in the blind area of the TLS data [16].…”
Section: Introductionmentioning
confidence: 99%
“…Precision positioning information plays an important role in the accuracy and quality of a DSM [137]. As a result, georeferenced correction is highly recommended for improving PH results, particularly when dealing with UAS systems that have less accurate internal GPS.…”
Section: Plant Height Accuracymentioning
confidence: 99%
“…With enough GCPs, a highly accurate terrain model can be obtained. In terms of accuracy verification, we proposed an error quantification analysis method based on the iterative closest point (ICP) algorithm [50][51][52]. In this method, the target point cloud is divided into multiple blocks, and ICP registration is performed with the reference point cloud for each block, indirectly obtaining the centroid displacement error in each block based on the block centroid displacement in each registration process.…”
Section: Introductionmentioning
confidence: 99%