GNSS–Camera Systems for Heritage Documentation. Accuracy assessment of measurements of inaccessible points and preliminary tests in photogrammetric applications
Jul 2026· The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences· 0 citations· 2 references
Abstract
Abstract. The measurement of Ground Control Points is a crucial but time-consuming step in photogrammetric surveys, especially in the Built Heritage domain. This study investigates the use of a new generation Global Navigation Satellite System receiver equipped with an integrated camera to measure inaccessible points (to be used as GCPs, e.g. on building façades), combining satellite positioning and photogrammetry in a single device. The approach was tested on a historical building using both the tested GNSS-camera system and traditional Total Station topographic measurements as reference. Results show that the proposed method can achieve centimetric accuracy, with horizontal and vertical errors of about 3-5 cm (in line with the adopted NRTK service). While a small systematic shift was observed, the overall geometric consistency of the measured points remained within acceptable limits for many heritage documentation applications. Additionally, the georeferenced images acquired by the system were successfully used in a Structure from Motion (SfM) direct georeferencing workflow, producing 3D models and orthophotos with good metric reliability when compared to other data, such as TLS scans. The study demonstrates that GNSS-camera systems can significantly reduce fieldwork time while providing reliable spatial data, representing a promising solution to be integrated into heritage documentation pipelines in an efficient and flexible way.
Abstract. The 3D documentation of complex scenes—characterized by restricted spaces, irregular geometries, and poor lighting—remains a significant challenge in cultural heritage. This study proposes a rapid data acquisition methodology based on the multi-sensor fusion of Terrestrial Laser Scanning (TLS) and Spherical P...
A. Mozas-Calvache, José Luis Pérez-García, J. M. Gómez-López et al.· The International Archives o...· 0 citations
This study evaluates the metric reliability of nadir and hybrid RTK-UAV photogrammetric models for surface detail extraction on a two-story building without using Ground Control Points (GCPs). Two photogrammetric models were generated: a standard model based only on nadir images and a hybrid model combining nadir, obli...
M. N. Alkan· International Journal of Geo...· 0 citations
The findings indicate that UAV photogrammetry combined with GIS provides a cost-effective and reliable approach for developing high-precision three-dimensional cadastral datasets that support modern land administration, urban planning, and digital city management.
Salar Mirzapour, Z. Azizi, H. Zavar et al.· Scientific Reports· 0 citations
Abstract. Mobile mapping systems usually include cameras designed for 360° imaging and laser scanning point cloud coloring. However, the multi-camera systems are rarely optimized for producing photogrammetric image-based point clouds in road environments. In this study, we built a mobile 5-camera system and assessed it...
M. Vaaja, M. Sarlin, Eino Waldén et al.· The International Archives o...· 0 citations
Abstract. The Valpelline Valley, located in the northern Aosta Valley (Italy) along the Swiss border, is a typical Alpine valley shaped by glacial and fluvial processes. Characterized by a large altitudinal range (900-4000 m a.s.l.) and hosting glaciers feeding the Place Moulin reservoir, the area plays a key role in r...
M. Macelloni, N. Grasso, A. Cina· The International Archives o...· 0 citations
Abstract In the 21st century, the cost of personal computers and digital cameras has reduced significantly. This technological advancement means that collecting large amounts of data has become inexpensive. The reduced cost of data collection corresponds with a decline in the awareness of meticulous planning in photogr...
Chung-Ting Esmond Lo, G. Bevan· Preservation, Digital Techno...· 0 citations
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