4.3 Article

Digital camera calibration for cultural heritage documentation: the case study of a mass digitization project of religious monuments in Cyprus

期刊

EUROPEAN JOURNAL OF REMOTE SENSING
卷 54, 期 -, 页码 6-17

出版社

TAYLOR & FRANCIS LTD
DOI: 10.1080/22797254.2020.1810131

关键词

Camera calibration; cultural heritage; self-calibration; pre-calibration; lens distortion

资金

  1. project entitled: Ecclesiastical Cultural Heritage Digitization Pilots for the Churches of Cyprus and Crete
  2. European Regional Development Fund (ERDF)
  3. national funds of Greece and Cyprus, under the Cooperation Programme INTERREG V-A Greece-Cyprus 2014-2020

向作者/读者索取更多资源

This study emphasizes the importance of photographic equipment calibration for evaluating the accuracy of digitization methods of ecclesiastical monuments, comparing internal calibration parameters calculated by different software applications and showcasing the accuracy between models through geo-referenced ground-control-points. The results highlight that the internal calibration parameters of the digital camera used for documentation purposes are essential and should be systematically implemented.
The paper summarizes the methodology followed, to evaluate the accuracy of different digitization methods of ecclesiastical monuments in 3D computer vision form and stresses the importance of photographic equipment calibration. In this study, a set of images were taken using the CANON EOS M5 digital camera, while the internal calibration parameters - horizontal and vertical focal length (fx, fy), principal point coordinates (x0, y0), radial distortion coefficients (K1, K2, K3), tangential distortion coefficients (P1, P2) and the affinity and the shear terms (b1, b2) were estimated. These parameters were calculated using different software applications and then analyzed. For the calibration procedure, 3D texture models were built with the Agisoft commercial software based on: (a) the aforementioned calibration parameters and (b) the self-calibration process. The overall accuracy (Root Mean Square - RMS) between these models, by comparing known geo-referenced ground-control-points (GCP) is presented through the Cloud Compare software. The results indicate that the internal calibration parameters of the digital camera used for documentation purposes are essential and should be systematically implemented for documentation purposes.

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