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dc.contributor.authorMartínez Carricondo, Patricio
dc.contributor.authorAgüera Vega, Francisco 
dc.contributor.authorCarvajal Ramírez, Fernando 
dc.date.accessioned2020-07-21T07:00:41Z
dc.date.available2020-07-21T07:00:41Z
dc.date.issued2020-07-10
dc.identifier.issn2072-4292
dc.identifier.urihttp://hdl.handle.net/10835/8348
dc.description.abstractIn this study, an analysis of the capabilities of unmanned aerial vehicle (UAV) photogrammetry to obtain point clouds from areas with a near-vertical inclination was carried out. For this purpose, 18 different combinations were proposed, varying the number of ground control points (GCPs), the adequacy (or not) of the distribution of GCPs, and the orientation of the photographs (nadir and oblique). The results have shown that under certain conditions, the accuracy achieved was similar to those obtained by a terrestrial laser scanner (TLS). For this reason, it is necessary to increase the number of GCPs as much as possible in order to cover a whole study area. In the event that this is not possible, the inclusion of oblique photography ostensibly improves results; therefore, it is always advisable since they also improve the geometric descriptions of break lines or sudden changes in slope. In this sense, UAVs seem to be a more economic substitute compared to TLS for vertical wall surveying.es_ES
dc.language.isoenes_ES
dc.publisherMDPIes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectUAVes_ES
dc.subjectphotogrammetryes_ES
dc.subject3D-modeles_ES
dc.subjectsurveyinges_ES
dc.subjectvertical walles_ES
dc.titleUse of UAV-Photogrammetry for Quasi-Vertical Wall Surveyinges_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherversionhttps://www.mdpi.com/2072-4292/12/14/2221es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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