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Article

Fusion of UAV and Terrestrial Photogrammetry with Laser Scanning for 3D Reconstruction of Historic Churches in Georgia †

by
Thomas Luhmann
1,*,‡,
Maria Chizhova
2,‡ and
Denys Gorkovchuk
3,‡
1
Institute for Applied Photogrammetry and Geoinformatic, Jade University of Applied Sciences, D-26121 Oldenburg, Germany
2
Department of Applied Computer Sciences, University of Bamberg, D-96052 Bamberg, Germany
3
Department of Information Technology, Kyiv National University for Construction and Architecture, 03680 Kyiv, Ukraine
*
Author to whom correspondence should be addressed.
This paper is the extension of the conference paper: Luhmann, T., Chizhova, M., Gorkovchuk, D., Hastedt, H., Chachava, N., and Lekveishvili, N. Combination of terrestrial laser scanning, UAV and close-range photogrammetry for 3D reconstruction of complex churches in Georgia. In Proceedings of the GEORES 2019–2nd International Conference of Geomatics and Restoration, Milan, Italy, 8–10 May 2019.
These authors contributed equally to this work.
Drones 2020, 4(3), 53; https://doi.org/10.3390/drones4030053
Submission received: 4 August 2020 / Revised: 21 August 2020 / Accepted: 30 August 2020 / Published: 7 September 2020
(This article belongs to the Special Issue Drone Inspection in Cultural Heritage)

Abstract

In September 2018, photogrammetric images and terrestrial laser scans were carried out as part of a measurement campaign for the three-dimensional recording of several historic churches in Tbilisi (Georgia). The aim was the complete spatial reconstruction with a spatial resolution and accuracy of approx. 1 cm under partly difficult external conditions, which required the use of different measurement techniques. The local measurement data were collected by two laser scanning campaigns (Leica BLK360 and Faro Focus 3D X330), several UAV flights and two terrestrial image sets. The photogrammetric point clouds were calculated with the image-based modelling programs AgiSoft and RealityCapture taking into account the control points from the laser scans. The mean residual errors from the registrations or photogrammetric evaluations are 4–16 mm, depending on the selected software, size and complexity of the monument and environmental conditions. The best completeness and quality of the resulting 3D model was achieved by using laser scan data and images simultaneously. The article presents recent results obtained with RealityCapture and gives a critical analysis of accuracy and modelling quality.
Keywords: UAV photogrammetry; camera calibration; geo-referencing; data fusion; cultural heritage; image-based modelling UAV photogrammetry; camera calibration; geo-referencing; data fusion; cultural heritage; image-based modelling

Share and Cite

MDPI and ACS Style

Luhmann, T.; Chizhova, M.; Gorkovchuk, D. Fusion of UAV and Terrestrial Photogrammetry with Laser Scanning for 3D Reconstruction of Historic Churches in Georgia. Drones 2020, 4, 53. https://doi.org/10.3390/drones4030053

AMA Style

Luhmann T, Chizhova M, Gorkovchuk D. Fusion of UAV and Terrestrial Photogrammetry with Laser Scanning for 3D Reconstruction of Historic Churches in Georgia. Drones. 2020; 4(3):53. https://doi.org/10.3390/drones4030053

Chicago/Turabian Style

Luhmann, Thomas, Maria Chizhova, and Denys Gorkovchuk. 2020. "Fusion of UAV and Terrestrial Photogrammetry with Laser Scanning for 3D Reconstruction of Historic Churches in Georgia" Drones 4, no. 3: 53. https://doi.org/10.3390/drones4030053

APA Style

Luhmann, T., Chizhova, M., & Gorkovchuk, D. (2020). Fusion of UAV and Terrestrial Photogrammetry with Laser Scanning for 3D Reconstruction of Historic Churches in Georgia. Drones, 4(3), 53. https://doi.org/10.3390/drones4030053

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