Integrated Methodologies for the 3D Survey and the Structural Monitoring of Industrial Archaeology: The Case of the Casalecchio di Reno Sluice, Italy
Figure 6
Terrestrial laser scanning surveys and digital photogrammetry: (a) Riegl LMSZ420i coupled with Nikon D200 digital camera; (b, c) laser scanning points clouds of the sluice and the surrounding area (2006); (d) the 3D raster model of the chute after the great damages suffered by the structure during the 2008-2009 winter.
