Three-Dimensional Rockslide Analysis Using Unmanned Aerial Vehicle and LiDAR: The Castrocucco Case Study, Southern Italy

被引:1
|
作者
Minervino Amodio, Antonio [1 ]
Corrado, Giuseppe [2 ]
Gallo, Ilenia Graziamaria [3 ]
Gioia, Dario [1 ]
Schiattarella, Marcello [2 ]
Vitale, Valentino [1 ]
Robustelli, Gaetano [3 ]
机构
[1] Consiglio Nazl Ric ISPC CNR, Ist Sci Patrimonio Culturale, I-85050 Potenza, Italy
[2] Basilicata Univ, Dipartimento Culture Europee & Mediterraneo DiCEM, I-75100 Matera, Italy
[3] Univ Calabria, Dept Biol Ecol & Earth Sci DiBEST, I-87036 Arcavacata Di Rende, Italy
关键词
rock landslide; geomorphological analysis; LiDAR DEM; infrastructure damage; cultural heritage risk; Tyrrhenian coast; NORTHERN CALABRIA; CLIFF EROSION; UAV; LANDSLIDE; CONSTRAINTS; EVOLUTION; RECONSTRUCTION; DEFORMATION; TOPOGRAPHY; SUBDUCTION;
D O I
10.3390/rs16122235
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rockslides are one of the most dangerous hazards in mountainous and hilly areas. In this study, a rockslide that occurred on 30 November 2022 in Castrocucco, a district located in the Italian municipality of Maratea (Potenza province) in the Basilicata region, was investigated by using pre- and post-event high-resolution 3D models. The event caused a great social alarm as some infrastructures were affected. The main road to the tourist hub of Maratea was, in fact, destroyed and made inaccessible. Rock debris also affected a beach club and important boat storage for sea excursions to Maratea. This event was investigated by using multiscale and multisensor close-range remote sensing (LiDAR and SfM) to determine rockslide characteristics. The novelty of this work lies in how these data, although not originally acquired for rockslide analysis, have been integrated and utilized in an emergency at an almost inaccessible site. The event was analyzed both through classical geomorphological analysis and through a quantitative comparison of multi-temporal DEMs (DoD) in order to assess (i) all the morphological features involved, (ii) detached volume (approximately 8000 m3), and (iii) the process of redistributing and reworking the landslide deposit in the depositional area.
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页数:18
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