Surveying cultural heritage

Surveying cultural heritage can be a necessity for all those objects, which are to large to be conservated fully or are located at places with hostile physical conditions. Furthermore a digital model allows for an analysis of a potentially culturally interesting object even far away from its actual location and by a completely different person and with mathematically rigorous tools.

Therefore surveying cultural heritage with geodetic measurement techniques can play a crucial role in archeology. Typically these types of projects are highly interdisciplinary in nature and contribute to the knowledge of participating archeologists, architects and geodesists. 

Directly below you can see pictures of some campaigns in Luxor (Egypt), Rome (Italy) and in the Peruavian Andes.

The project in Luxor is carried out jointly with the Department of Ancient Civilisations/Egyptology of the University of Basel and is part of the "Life Histories of Theban Tombs" project funded by the SNF. So far, two campaigns took place, the first one in February 2015 and the second one in April 2016. Two measurement systems were used to acquire the 3D data, a close range laser scanner and a structured light hand scanner. More information can be found on the external pageproject website hosted by the University of Basel.

The main goals to achieve with the close range laser scanner included:

  • 3D modelling of tomb TT95 and its substructures TT95B, TT95C, as well as of the tombs TT84, K90, K453, K555, and K85
  • Providing a map of the tomb complexes and their surrounding
  • Generation of a DTM of the surrounding (parts of Sheikh Abd’el Qurna)
  • Calculation of the volume of debris on top of the to be fully excavated tomb K555
Enlarged view: An old tomb to be surveyed via laserscanner
Fig. 1: An old tomb to be surveyed with a laserscanner
Enlarged view: The resulting laserscan
Fig. 2: A laserscan of the tomb on the left

The structured light scanner was uses to acquire highly detailed 3D models of rocks and chisel marks were acquired with a structured light scanner. The 3D models of the rocks shall be used to determine the original position from where they might have fallen down and the models of the chisel marks to obtain information about how many stone masons might have worked on a tomb. Furthermore, the structured light scanner was used to acquire 3D information of mummy parts, ceramics, and other objects. Their 3D models allow measuring distances at the computer without having the need of direct access to the object at a later stage. By changing the illumination of the models, also small features emerge and may deliver new information.

Enlarged view: Surveying Cultural Heritage in Scheikh Abd’el-Qurnah
Fig. 3: Surveying Cultural Heritage in Scheikh Abd’el-Qurnah (© Matjaz Kacicnik/Universität Basel)
Surveying Cultural Heritage in Scheikh Abd’el-Qurnah
Fig. 4: Surveying Cultural Heritage in Scheikh Abd’el-Qurnah (© Matjaz Kacicnik/Universität Basel)

The project in Rome was carried out in cooperation with the German Archeological Institute between 2007 and 2010. The main tasks included the realization of reference frames at various locations, the generation of a DTM of Colle Opio as well as the creation of 3D models of different objects of interest. These included the Patheon, the Colosseo, Forum Romanum and the Domus Aurea.

From the geodetic viewpoint GNSS Signal availability, multipath effects and the multitude of different and inconsistent reference frames posed a challenge.

Enlarged view: Image of a gnss receiver with the colosseum in the background
Fig. 5: Geodetic GNSS receivers were used to derive absolute positions later used for embedding the colosseum into a global reference frame
Enlarged view: 3D model of the Titus Arc in Forum Romanum
Fig. 6: 3D model of the Titus Arc in Forum Romanum

As part of the joint research project "Anden Transekt" coordinated by the German Archeological Institute two different archeological sites in the Peruvian Andes had to be surveyed. This task was tackled using both UAV-photogrammetry as well as long range laserscanning leading to material allowing for the direct comparison of both methods in terms of suitability for the task at hand, operability and precision of the derived DTMs. The two sites "Santa Maria" and "Cutamalla" featured different challenges: the altitude of the location, vegetation, segmentation of the landscape by terraces and differing atmospheric conditions were just some of them. The image below shows some impressions of the measurement setups.

Enlarged view: Images of the TLS in front of the andes panorama
Fig. 7: The long range terrestrial laserscanner and the hill crest of Cutamalla (left) and Santa maria(right)

Terrestrial Long Range Laser Scanners use a LiDAR based method and as such is able to generate 3D models of objects by measuring spherical coordinates, i.e. two angles and one radius which is derived via the time of flight between the static instrument and the object of interest. A single acquisition leads to a point cloud representing the surfaces facing the scanner. The resolution decreases quadratically with the distance. A Riegl VZ- 100 was augmented with a digital camera for later colouring of the point clouds used during this project leading to a precision of around 8 mm at 100 m and maximal radii of 1400m.

Unmanned Aerial Vehicles operate differently; by taking images of the objects of interest while hovering up to 150 m above the ground level a data set is generated that can be used to derive a DTM in later processing steps. These typically include Image orientation and camera calibration as well as dense matching. The DTMs generated by both methods can be seen in the image below.

Enlarged view: Images of DTMs derived from TLS and UAV photogrammetry
Fig. 8 : Comparison of DEMs derived from data gathered with long range TLS and UAV photogrammetry

Contact

Prof. Dr. Andreas Wieser
Full Professor at the Department of Civil, Environmental and Geomatic Engineering
  • HIL D 47.2
  • +41 44 633 05 55
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Geosensorik und Ingenieurgeodäsie
Stefano-Franscini-Platz 5
8093 Zürich
Switzerland

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