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Geographical position of the Republic of Serbia and the position of the included municipalities in the research 

Geographical position of the Republic of Serbia and the position of the included municipalities in the research 

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This paper focuses on a specific event-based landslide inventory compiled after the May 2014 heavy rainfall episode in Serbia as a part of the post-disaster recovery actions. The inventory was completed for a total of 23 affected municipalities, and the municipality of Krupanj was selected as the location for a more detailed study. Three sources of...

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... study area covered 11.840 km 2 , i.e. 23 of the 27 municipal- ities included in the UNDP post-disaster BEWARE Project ac- tivities in the western and central parts of the Republic of Serbia (Fig. 1). Four municipalities were excluded from the analysis because there were no landslides that occurred during the May 2014 rainfall event, only floods and flash floods. In the 23 municipalities that were included, the total population was approximately 1,000,000 people. It is also important to mention that the majority of these ...
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... municipality of Krupanj, one of the most affected areas in May 2014, was selected as a test site for more detailed research. This area is located in western Serbia and covers 341 km 2 , with a population of 17,295 inhabitants ( Fig. 1). The majority of the territory consists of Devonian-Carboniferous weathered low-crystalline metamorphic rocks, including mud and clay shales, phyllites and argillaceous schist (approximately 80%). Permian meta-sediments (clay shales, sandstone and flysch), Triassic limestone and sandstone and Cretaceous lime- stone make up the ...
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... in BData processing^ section were analysed with a semi-automatic supervised classification in or- der to determine the target classes. The following classes were selected: areas that included clouds and/or shadows-class 0; areas of cultivated land-class 1; areas under water and vegetation-class 2; and areas with bare land (eroded areas)-3 (Fig. 10). The process of automatic classification misclassified alluvial plains and river terraces as eroded areas (that poten- tially contain landslides); therefore, they were manually re- moved from class 3. It was found that instabilities that represent a single body were disaggregated into multiple poly- gons. All such cases were identified ...
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... largest landslide/debris flow was recognized in the municipality of Ljubovija, near the village of Selanac, with an area of 85,222.23 m 2 (Table 4). This landslide/debris flow was 1.5 km long and, at its wider part, was 220 m wide (Figs. 11 and ...
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... of the visual interpretation of the satellite images in the Krupanj test area are shown in Fig. 13. A total of 507 landslides (Table 5) were assigned certainty labels of B1^ and ...
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... semi-automatic analysis was applied in order to highlight the differences in the relief for the period after a heavy rainfall by comparing the pre-event and post-event images (Fig. 14). The red/orange colour represents a deficit of mass, while the blue colour represents a surplus of mass (accumulation of transported material). Since the resolution of the Landsat 8 images was 30 m, only instabilities longer/wider than 30 m were recognized. White zones in the image represent a mask for clouds and shadows. These results ...
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... 8 images was 30 m, only instabilities longer/wider than 30 m were recognized. White zones in the image represent a mask for clouds and shadows. These results were burdened with unde- sired interferences, such as alluvial fans and agricultural zones, which were shown as surplus/deficit masses. Given the spectral signature of the target classes (Fig. 10), the minimum distance algorithm had difficulties coping with the classifications in spectral overlap domains, especially for cultivated land, vegeta- tion and bare ...
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... visual satellite image analysis, supervised classifications and field observations were cross-compared (Fig. 15). Since the lowest common resolution for these three sources was 30 m (Landsat 8 image resolution), only landslides larger than 900 m 2 in the area were considered. The field data were loosely considered to be the ground truth but were mostly used as a reference. The reason for this lies in the fact that the flows were recognized with ...

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... Under these conditions, traditional surveying methods were challenging to implement, making it nearly impossible to manually obtain on-site information and accurately assess the landslide's movement, which posed significant challenges to the rescue efforts. Consequently, UAV photogrammetry provided a rapid and accurate means of acquiring comprehensive image data of the slope (Denis et al. 2016;Duric et al. 2017). Utilizing UAV-based photogrammetry and 3D reconstruction technology, whole-process survey and analysis of the landslide area were conducted. ...
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... After the 2005 earthquake, many researchers have studied earthquake-induced landslides using various data and techniques (Das et al., 2007, Bulmer et al., 2007, Owen et al., 2008, Ray et al., 2009, Saba et al., 2010, Basharat et al., 2012, Basharat et al., 2014, Shafique et al., 2016, Shafique, 2020. Different studies show the impact of spatial resolution and its importance for the mapping of landslides in visual interpretation and also the semi-automatic techniques using different spatial resolution of data i.e. (Pléiades, WorldView-2, and SPOT 6) (Shafique et al., 2011, Ðurić et al., 2017. The reliability of the landslide inventory will lead to an accurate landslide susceptibility map. ...
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... The trees were captured with dense points well. However, there were only minimal number of points capturing the ground (Fig. 8a) because the area was densely wooded and it limited sunlight transmission and reflection from the ground [27][28][29][30][31][32][33][34][35]. Fig. 8b highlights that the UAV-LiDAR system provided the richer point data from the ground, compared to the photogrammetry result [43,[45][46][47][48]. Therefore, the UAV-LiDAR system proves its effectiveness in acquiring the terrain-relevant information, such as topographic information and relative ground displacement. ...
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