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dc.contributor.authorSarro Trigueros, Roberto-
dc.contributor.authorRiquelme, Adrián-
dc.contributor.authorGarcía López-Davalillo, Juan Carlos-
dc.contributor.authorMateos Ruiz, Rosa María-
dc.contributor.authorTomás, Roberto-
dc.contributor.authorPastor Navarro, José Luis-
dc.contributor.authorCano, Miguel-
dc.contributor.authorHerrera García, Gerardo-
dc.date.accessioned2022-08-25T10:00:11Z-
dc.date.available2022-08-25T10:00:11Z-
dc.date.issued2018-
dc.identifier.citationRemote sensing (2018), vol. 10, n.1923, 20 p. Technical notees_ES
dc.identifier.issn2072-4292-
dc.identifier.urihttp://hdl.handle.net/10261/277209-
dc.description.abstractIn recent years, there was an increasing number of studies focusing on rockfalls due to their impacts on social and sustainable development. This work carries out a three-dimensional (3D) simulation of rockfalls at a cultural heritage site nearby the village of Cortes de Pallás (Valencian Community, East Spain). The simulation is based on data collected previously, during an emergency declaration due to the occurrence of a considerable rockfall (7980 m3) on the southern bank of the Cortes de Pallás reservoir, on 6 April 2015. The hydroelectric power plant was damaged, and the main access road to the village of Cortes de Pallás was blocked for eight months. The predominant discontinuities of the rock mass were analyzed by means of the application of structure from motion (SfM) photogrammetry techniques to the set of images taken by remotely piloted aircraft systems (RPAS). The average size of the block was determined as 3.2 m in diameter and 17.6 m3 in volume. Additionally, a digital elevation model (DEM) was generated from an aerial laser scanning (ALS)-derived point cloud using a 1 1 grid. These data were implemented in RocPro3D software, obtaining the distances traveled by the blocks detached from different source areas at a cultural heritage site located near the rockfall event, which presents the same geological context. The simulation presented herein shows aggravating circumstances that endanger the cultural heritage area, with higher rockfall hazards than previous official studies (1991) displayed.es_ES
dc.description.sponsorshipInstituto Geológico y Minero de España, Españaes_ES
dc.description.sponsorshipDepartamento de Ingeniería Civil, Universidad de Alicante, Españaes_ES
dc.description.sponsorshipUnidad de Granada, Instituto Geológico y Minero de España, Españaes_ES
dc.language.isoenes_ES
dc.publisherMultidisciplinary Digital Publishing Institutees_ES
dc.relationvigrob-157 Projectes_ES
dc.relationGRE14-04 Projectes_ES
dc.relationGRE15-19 Projectes_ES
dc.relationEC2017-85244-C2-1-Pes_ES
dc.relationTIN2014-55413-C2-2-Pes_ES
dc.relationECHO/SUB/2015/718679/Prev02es_ES
dc.rightsopenAccesses_ES
dc.subjectrockfalles_ES
dc.subjectunmanned aerial vehicle (UAV)es_ES
dc.subject3D point cloud (3DPC)es_ES
dc.subjectSfMes_ES
dc.subject3D modelinges_ES
dc.subjectCultural Heritagees_ES
dc.titleRockfall Simulation Based on UAV Photogrammetry Data Obtained during an Emergency Declaration: application at a Cultural Heritage Sitees_ES
dc.typeartículo-
dc.identifier.doihttps://doi.org/10.3390/rs10121923es_ES
dc.relation.publisherversionhttps://www.mdpi.com/2072-4292/10/12/1923es_ES
dc.rights.licenseCC BY 4.0es_ES
dc.contributor.funderEuropean Commissiones_ES
dc.contributor.funderUniversidad de Alicantees_ES
dc.contributor.funderMinisterio de Economía, Industria y Competitividad (España)es_ES
dc.contributor.funderAgencia Estatal de Investigación (España)es_ES
dc.contributor.funderEuropean Commissiones_ES
dc.identifier.funderhttp://dx.doi.org/10.13039/501100011033es_ES
dc.identifier.funderhttp://dx.doi.org/10.13039/501100000780es_ES
dc.identifier.funderhttp://dx.doi.org/10.13039/501100010198es_ES
dc.identifier.funderhttp://dx.doi.org/10.13039/100009092es_ES
dc.type.coarhttp://purl.org/coar/resource_type/c_6501es_ES
item.openairetypeartículo-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
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