2017
DOI: 10.1007/s12145-017-0291-9
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Unmanned aerial vehicle based remote sensing method for monitoring a steep mountainous slope in the Three Gorges Reservoir, China

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Cited by 40 publications
(25 citation statements)
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“…This allows measurements of small engineering objects in a limited terrain. A low-cost UAV equipped with remote sensors or camera allows frequent flights at low altitudes in almost any area (Huang et al 2017).…”
Section: Introductionmentioning
confidence: 99%
“…This allows measurements of small engineering objects in a limited terrain. A low-cost UAV equipped with remote sensors or camera allows frequent flights at low altitudes in almost any area (Huang et al 2017).…”
Section: Introductionmentioning
confidence: 99%
“…On the contrary, if the target of the study is the definition of the landslide's morphological features, the use of more detailed RPAS images seemed to be the better solution. As suggested by Walter et al (2009) and Huang et al (2017a), one of the most critical elements for correct georeferencing of acquired images is the use of GCPs. The in situ installation and positioning acquisition of GCPs can be an important challenge, in particular in dangerous areas such as active landslides.…”
Section: Landslide Recognitionmentioning
confidence: 99%
“…Compared with traditional digital photogrammetry methods, the semi-automated SfM-based photogrammetric method is recommended for use in the processing of UAV-based photographs because it is simpler and more efficient (Snavely, 2008;Westoby et al, 2012;James et al, 2016); for example, the camera position can be automatically calculated using only the GNSS data associated with each photograph, and information on the attitude of the aircraft, such as its roll, pitch, and yaw, obtained from the inertial measurement unit are no longer needed (Huang et al, 2017). The adopted SfM-based photogrammetric processing consists of extracting tie points from the photographs at lower resolution, performing GNSS-assisted aerial triangulation and bundle adjustment, and generating threedimensional point clouds.…”
Section: On-site Fast Processing and Applicationmentioning
confidence: 99%
“…Regarding the measurement of the GCPs, the RTK-DGPS technique, which has advantages in that it is fast and has high efficiency and high precision, should be used preferentially as long as there are stable GNSS signals, regardless of whether the automatic or manual scheme is used, to measure the 3-D coordinates of all of the GCPs. On the other hand, in mountainous areas, canyons, etc., with unstable or even no GNSS signals, the total station measurement techniques would be a good choice, and sometimes even the non-prism total station measurement techniques may be the only option (Huang et al, 2017). Moreover, the measurement can be carried out at any time during the on-site investigation process, but if it is performed at the same time as the collection of images by the UAV, the GCP markers should not be covered.…”
Section: Layout and Measurement Of Gcpsmentioning
confidence: 99%