2018
DOI: 10.1111/phor.12259
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GPS precise point positioning for UAV photogrammetry

Abstract: The use of Global Positioning System (GPS) precise point positioning (PPP) on a fixed‐wing unmanned aerial vehicle (UAV) is demonstrated for photogrammetric mapping at accuracies of centimetres in planimetry and about a decimetre in height, from flights of 25 to 30 minutes in duration. The GPS PPP estimated camera station positions are used to constrain estimates of image positions in the photogrammetric bundle block adjustment, as with relative GPS positioning. GPS PPP alleviates all spatial operating constra… Show more

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Cited by 81 publications
(47 citation statements)
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“…Furthermore, this study provides a UAV-PPK-SfM workflow, which is provided to assess the positional accuracy, repeatability, and reproducibility of digital models. Additionally, using GPS precise point positioning (PPP) without GCPs proved to be sufficient for large-scale UAS mapping of the most remote areas [83].…”
Section: Georeferencingmentioning
confidence: 99%
See 1 more Smart Citation
“…Furthermore, this study provides a UAV-PPK-SfM workflow, which is provided to assess the positional accuracy, repeatability, and reproducibility of digital models. Additionally, using GPS precise point positioning (PPP) without GCPs proved to be sufficient for large-scale UAS mapping of the most remote areas [83].…”
Section: Georeferencingmentioning
confidence: 99%
“…GCPs and ground truth data coordinate acquisition is accomplished by infield measurements, using a GNSS total station and associated receiver. While accurate, acquiring GNSS data could be very time-consuming, as each georeferencing feature requires an observation time that can vary from a couple of minutes [83] to the suggested 15-20 min [5,92] or more. As mentioned (Section 2.4), GNSS stations can also read the data from a network of a permanent reference station (PRS) and with the combination of DGNSS measurements, GNSS stations can determine the receiver position more precisely than with RTK measurements [90].…”
Section: Ground Control Point Distribution and Radiometric Calibrationmentioning
confidence: 99%
“…A number of recent studies have focused on eliminating the labour intensive and costly task of physically establishing GCPs, either through innovative methodologies (e.g. Grayson et al (2018); Peppa et al (2018)) and/or through the use of SUA platforms augmented with real time kinematic (RTK) global navigation satellite systems (GNSS) (Carbonneau and Dietrich, 2017;Dall'Asta et al, 2017). Following this trend, in October 2018 DJI launched the Phantom 4 RTK SUA system which provides (a) a direct link with a DJI-manufactured differential RTK-GNSS base station, and (b) the recording of raw GNSS trajectory observations for further post-processing; two components that were not included in any previous Phantom models.…”
Section: Introductionmentioning
confidence: 99%
“…Eling et al 2015;Turner et al 2014]), then this information can be included within the photogrammetric processing in order to help reduce systematic error, as well as to provide accurate georeferencing. Even if highaccuracy camera position data are available, the use of at least one GCP is key to constraining vertical accuracy [Benassi et al 2017;Forlani et al 2018;Gerke and Przybilla 2016;Grayson et al 2018;Tomaštík et al 2019]. Furthermore, for all scenarios, in order to reliably quantify the accuracies achieved, some GCPs should be excluded from the processing, and used as independent check points for validation [Chandler 1999].…”
Section: Image Data Processing: Orthomosaics Dems and Multispectral mentioning
confidence: 99%