{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,24]],"date-time":"2026-03-24T16:19:38Z","timestamp":1774369178635,"version":"3.50.1"},"reference-count":63,"publisher":"MDPI AG","issue":"12","license":[{"start":{"date-parts":[[2018,11,30]],"date-time":"2018-11-30T00:00:00Z","timestamp":1543536000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Remote Sensing"],"abstract":"<jats:p>In 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 Pall\u00e1s (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 Pall\u00e1s reservoir, on 6 April 2015. The hydroelectric power plant was damaged, and the main access road to the village of Cortes de Pall\u00e1s 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 \u00d7 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.<\/jats:p>","DOI":"10.3390\/rs10121923","type":"journal-article","created":{"date-parts":[[2018,11,30]],"date-time":"2018-11-30T12:13:17Z","timestamp":1543579997000},"page":"1923","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":84,"title":["Rockfall Simulation Based on UAV Photogrammetry Data Obtained during an Emergency Declaration: Application at a Cultural Heritage Site"],"prefix":"10.3390","volume":"10","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2083-1931","authenticated-orcid":false,"given":"Roberto","family":"Sarro","sequence":"first","affiliation":[{"name":"Geological Survey of Spain, R\u00edos Rosas 23, 28003 Madrid, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2155-3515","authenticated-orcid":false,"given":"Adri\u00e1n","family":"Riquelme","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Alicante, P.O. Box 99, E-03080 Alicante, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-0516-1626","authenticated-orcid":false,"given":"Juan Carlos","family":"Garc\u00eda-Davalillo","sequence":"additional","affiliation":[{"name":"Geological Survey of Spain, R\u00edos Rosas 23, 28003 Madrid, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Rosa Mar\u00eda","family":"Mateos","sequence":"additional","affiliation":[{"name":"Geological Survey of Spain, Urb. Alc\u00e1zar del Genil 4. Edificio Zulema, 18006 Granada, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-2947-9441","authenticated-orcid":false,"given":"Roberto","family":"Tom\u00e1s","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Alicante, P.O. Box 99, E-03080 Alicante, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7870-3652","authenticated-orcid":false,"given":"Jos\u00e9 Luis","family":"Pastor","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Alicante, P.O. Box 99, E-03080 Alicante, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-5737-9299","authenticated-orcid":false,"given":"Miguel","family":"Cano","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Alicante, P.O. Box 99, E-03080 Alicante, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-6633-9184","authenticated-orcid":false,"given":"Gerardo","family":"Herrera","sequence":"additional","affiliation":[{"name":"Geological Survey of Spain, R\u00edos Rosas 23, 28003 Madrid, Spain"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"1968","published-online":{"date-parts":[[2018,11,30]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","unstructured":"Erisman, T.H., and Abele, G. (2002). Dynamics of Rockslides and Rockfalls, Springer.","DOI":"10.1007\/978-3-662-04639-5"},{"key":"ref_2","doi-asserted-by":"crossref","unstructured":"Emmer, A. (2018). Geographies and Scientometrics of Research on Natural Hazards. 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