Francisco Agüera-Vega

Prof. Francisco Agüera-Vega

University of Almeria (Spain)
orcid

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 July 2005 in Photogrammetric Engineering & Remote Sensing
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Journal Article
Closed access
Fernando J. AguilarFernando J. Aguilar
Fernando J. Aguilar
Francisco Agüera-VegaFrancisco Agüera-Vega
Francisco Agüera-Vega
Manuel A. AguilarManuel A. Aguilar
Manuel A. Aguilar
Fernando Carvajal-RamírezFernando Carvajal-Ramírez
Fernando Carvajal-Ramírez


1 November 2008 in ISPRS Journal of Photogrammetry and Remote Sensing
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Journal Article
Closed access
Francisco Agüera-VegaFrancisco Agüera-Vega
Francisco Agüera-Vega
Fernando J. AguilarFernando J. Aguilar
Fernando J. Aguilar
Manuel A. AguilarManuel A. Aguilar
Manuel A. Aguilar

1 April 2015 in Biosystems Engineering
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Journal Article
Closed access
Francisco Agüera-VegaFrancisco Agüera-Vega
Francisco Agüera-Vega
Fernando Carvajal-RamírezFernando Carvajal-Ramírez
Fernando Carvajal-Ramírez
MSMónica Pérez Saiz
Mónica Pérez Saiz
FRFrancisco Orgaz Rosúa
Francisco Orgaz Rosúa

30 July 2020 in Remote Sensing
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Journal Article
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Ezequiel Ferrer-GonzálezEzequiel Ferrer-González
Ezequiel Ferrer-González
Francisco Agüera-VegaFrancisco Agüera-Vega
Francisco Agüera-Vega
Fernando Carvajal-RamírezFernando Carvajal-Ramírez
Fernando Carvajal-Ramírez
Patricio Martínez-CarricondoPatricio Martínez-Carricondo
Patricio Martínez-Carricondo
Unmanned aerial vehicle (UAV) photogrammetry has recently emerged as a popular solution to obtain certain products necessary in linear projects, such as orthoimages or digital surface models. This is mainly due to its ability to provide these topographic products in a fast and economical way. In order to guarantee a certain degree of accuracy, it is important to know how many ground control points (GCPs) are necessary and how to distribute them across the study site. The purpose of this work consists of determining the number of GCPs and how to distribute them in a way that yields higher accuracy for a corridor-shaped study area. To do so, several photogrammetric projects have been carried out in which the number of GCPs used in the bundle adjustment and their distribution vary. The different projects were assessed taking into account two different parameters: the root mean square error (RMSE) and the Multiscale Model to Model Cloud Comparison (M3C2). From the different configurations tested, the projects using 9 and 11 GCPs (4.3 and 5.2 GCPs km−1, respectively) distributed alternatively on both sides of the road in an offset or zigzagging pattern, with a pair of GCPs at each end of the road, yielded optimal results regarding fieldwork cost, compared to projects using similar or more GCPs placed according to other distributions.

1 May 2017 in Journal of Surveying Engineering
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Journal Article
Closed access
Francisco Agüera-VegaFrancisco Agüera-Vega
Francisco Agüera-Vega
Fernando Carvajal-RamírezFernando Carvajal-Ramírez
Fernando Carvajal-Ramírez
Patricio Martínez-CarricondoPatricio Martínez-Carricondo
Patricio Martínez-Carricondo
This paper explores the influence of flight altitude, terrain morphology, and the number of ground control points (GCPs) on digital surface model (DSM) and orthoimage accuracies obtained with unmanned aerial vehicle (UAV) photogrammetry. For this study, 60 photogrammetric projects were carried out considering five terrain morphologies, four flight altitudes (i.e., 50, 80, 100, and 120 m), and three different numbers of GCPs (i.e., 3, 5, and 10). The UAV was a rotatory wing platform with eight motors, and the sensor was a nonmetric mirrorless reflex camera. The root-mean-square error (RMSE) was used to assess the accuracy of the DSM (Z component) and orthophotos (X, Y, and XY components RMSEX, RMSEY, and RMSEXY, respectively). The results show that RMSEX, RMSEY, and RMSEXY were not influenced by flight altitude or terrain morphology. For horizontal accuracy, differences between terrain morphologies were observed only when 5 or 10 GCPs were used, which were the best accuracies for the flattest morph...