UAV photogrammetry for archaeological site survey. 3D models at the Hierapolis in Phrygia (Turkey)
Open Access
- 10 January 2018
- journal article
- research article
- Published by Universitat Politecnica de Valencia in Virtual Archaeology Review
- Vol. 9 (18), 28-43
- https://doi.org/10.4995/var.2018.5958
Abstract
Unmanned aerial vehicle (UAV) photogrammetry has shown a very rapid development in many fields, expecially in archaeological excavation areas and architectural complexes, where it offers a detailed generation of three-dimensional (3D) data and their updating during time, and where it proves to be a very flexible tool applicable in many types of compound areas with different formal features. The use of aerial acquisition provides nowadays highly effective results, adding to both the quickness and the sustainability of costs. In fact, today in the field of archaeological research, great efforts are invested in the generation of very large-scale models and orthophotos, and seems to promise further future developments, not only from the terrestrial (traditional) point of view, but also from the nadiral direction from a low altitude, as a preferential and optimal point of view. Here an effective workflow for photogrammetric product generation is presented for selected case studies in some monumental areas of ancient Hierapolis in Phrygia (Turkey), on which the Italian Archaeological Mission of Hierapolis (MAIER) has been operating since the 1960s. These experiences achieved by UAV photogrammetry are quite innovative. The variety and complexity of the buildings, as well as the height of their ruins offer numerous trouble spots that are interesting to deal with. The 3D aerial survey was performed for multiple purposes with the eBee system by Sensefly. Specific attention will be paid to the digital surface model (DSM) and aerial orthoimages of three test areas: the Plutonium area; the Thermal Bath-Church; and the Necropolis. Starting from the same technique approach, a comparative assesment among the three sites, was carried out, taking into account the specific goals, the type of the structure and the terrain conformation.Keywords
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