PSI - Issue 62

Matteo Nicolini et al. / Procedia Structural Integrity 62 (2024) 601–608 Matteo Nicolini/ Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 2. Plan view of the computational domain on World Topo Map (a) and on World Imagery (b), with the location of the bridges evidentiated.

In particular, Fig. 3 shows a detailed view of the mesh with the circular piers of the new bridge and the rectangular ones of the old bridge.

Fig. 3. Elevation map of the area under interest with a particular of the zone characterized by the two bridges and the downstream check-dam (in the inset, where the computational mesh is also illustrated).