Normal and convergent methods of survey for inventory and certification of cultural structures
Abstract
The article aims to study the use of normal and convergent stereo-photographic techniques to determine physical condition of a building, to compare errors obtained using a digital non-specialized camera, and use these methods in the inventory and certification of real estate. Monitoring architectural monuments is currently one of the most urgent problems. The development of large cities in which architectural monuments are under threat of destruction requires modern and effective technology for monitoring which is possible using low-cost photogrammetry methods: digital images and cheap software. The development of digital cameras into terrestrial photogrammetry resulted in fundamentally new methods and photogrammetric technologies. In case of monitoring objects of small sizes, such as architectural monuments, the cost of shooting equipment is one of the most significant factors, which reduces the cost of work, therefore, in the vast majority of cases, only digital non-metric cameras are used for shooting. The most significant problem is the calibration of digital non-metric cameras. Currently, a huge number of options for calibrating digital cameras have been developed. These options differ in calibration method, type of test object, type of mathematical model for accounting for distortion (algebraic, physical or hybrid model) The present study how that accuracy of the convergent method is almost 2 times higher than that of the normal photogrammetric survey method and provides a large survey overlap area. Comparing all the indicators and characteristics of these methods, we concluded the feasibility, high profitability, and low complexity of the convergent method of stereo photography to perform inventory and certification of real estate. We found that when surveying building using convergent method it is necessary to use 2 times fewer stations than when surveying by normal method. Thus, the convergent method is 2 times faster and more efficiently.
Keyword : inventory and certification of buildings and structures, convergent method, normal method, non-metric camera, stereo photographic method, monitoring of architectural monuments
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Aydar, U., Avsar, E. O., & Altan, O. (2007). Obtaining facade plan of a historical building with orthorectification of single images gathered by mobile phones, and digital cameras. In Proceedings of the 21st CIPA Symposium (Vol. XXXVI-5/C53). https://www.isprs.org/proceedings/xxxvi/5-c53/papers/FP018.pdf
Bernardini, A., & Fangi, G. (2007). A tool to help mapping planning in close range photogrammetry. In Proceedings of the 21st CIPA Symposium (Vol. XXXVI-5/C53). https://www.isprs.org/proceedings/xxxvi/5-c53/papers/FP026.pdf
DBN. (1997). Protection against dangerous geological processes. Engineering protection of territories, buildings and structures from landslides and avalanches (DBN V.1.1–3–97).
DBN. (2009). Reconstruction, repair, restoration of construction objects. Residential buildings. Reconstruction and overhaul (DBN V.3.2–2–2009).
Dorozhynsky, O. L. (2002). Analitychna ta tsyfrova fotohrammetriya [Analytical and digital photogrammetry]. Lviv Polytechnic Publishing House.
Dorozhynsky, O. L. (2003). Osnovy fotohrammetriyi [Basics of photogrammetry]. Lviv Polytechnic Publishing House.
Dubinovsky, V. B. (1982). Kalybrovka snymkov [Calibration of photos]. Nedra.
Glotov, V. M. (1998). Rozrobka ta doslidzhennya fototeodolita na bazi nemetrychnoyi kamery “KYIV-6S” ta optychnoho teodolita TNEO-010V [Development and research of phototheodolite based on non-metric camera “KYIV-6S” and optical theodolite TNEO-010V]. Bulletin of Geodesy and Cartography, 1, 27–29.
Glotov, V. M., & Pashchetnik, O. D. (2014). Sposoby vyznachennya elementiv vnutrishnoho oriyentuvannya ta dystorsiyi obyektyviv tsyfrovykh nemetrychnykh znimalnykh kamer [Methods for determining the elements of internal orientation and distortion of the lenses of digital non-metric cameras]. Lviv Polytechnic Publishing House.
Gruen, A., & Akca, D. (2008). Metric accuracy testing with mobile phone cameras. In The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences (Vol. XXXVII, Part B5, pp. 729–736). https://www.isprs.org/proceedings/XXXVII/congress/5_pdf/128.pdf
Kada, M. (2004). Hardware-based texture extraction for building façades. In The International Archives of the of the Photogrammetry, Remote Sensing and Spatial Information Sciences, XXth Congress ISPRS (Vol. XXXV, Part B4, pp. 420–426). https://www.isprs.org/proceedings/xxxv/congress/comm4/papers/384.pdf
Kalantari, M., & Kasser, M. (2007). Implementation of a low-cost photogrammetric methodology for 3D modelling of ceramic fragments. In Proceedings of the 21st CIPA Symposium (Vol. XXXVI5/C53). https://www.isprs.org/proceedings/xxxvi/5-c53/papers/FP079.pdf
Katushkov, V. O., Sulima, V. O., Schultz, R. V., & Denisyuk, B. I. (2006). Tsyfrova fotohrammetriya. Obrobka skanernykh znimkiv na tsyfrovykh fotohrammetrychnykh stantsiyakh [Digital photogrammetry. Processing of scanning images on digital photogrammetric stations]. KNUBA.
Kedzierski, M., & Walczykowski, P. (2007). Fisheye lens camera system application to cultural heritage data acquisition. In Proceedings of the 21st CIPA Symposium (Vol. XXXVI-5/C53). https://www.isprs.org/proceedings/xxxvi/5-c53/papers/FP083.pdf
Kersten, Th., Pardo, C. A., & Lindstaedt, M. (2004). 3-D acquisition, modelling and visualization of North German castles by digital architectural photogrammetry. In ISPRS WG V/2 Scene Modelling and Virtual Reality Congress. https://www.hcu-hamburg.de/fileadmin/documents/Geomatik/Labor_Photo/publik/istanbul2004_dap.pdf
Kraus, K. (2001). Fotohrammetriya [Photogrammetry]. Lviv Astronomical and Geodetic Society.
Mata, E., Cardenal, J., Castro, P., Delgado, J., Hernandez, M. A., Perez, J. L., Ramos, M., & Torres, M. (2004). Digital and analytical photogrammetric recording applied to cultural heritage. A case study: “St. Domingo de Silos’ church (XIVth century, Alcala la Real, Spain)”. In The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, XXXV Congress ISPRS (pp. 455–461). https://www.isprs.org/proceedings/xxxv/congress/comm5/papers/597.pdf
Ministry of Justice of Ukraine. (1998, July 6). Rules of inspections, assessment of technical condition and certification of industrial buildings and structures (No 23/2863).
Mogilny, S. G., & Lunev, A. O. (2007). Otsinka tochnosti stereopary z kvaziznimkiv [Estimation of stereo pair accuracy from quasi-images]. Bulletin of Geodesy and Cartography, 6, 21–24.
Shults, R. V., Bilous, M. V., & Goncheryuk, O. M. (2017). Monitorynh pamyatok arkhitektury za dopomohoyu danykh nazemnoho lazernoho skanuvannya [Monitoring of architectural monuments with the help of ground laser scanning data]. Modern Problems of Architecture and Urban Planning, 46, 202–207.
Shults, R. V., Bilous, M. V., Kovtun, V. Y., Kulichenko, N. V., & Goncheryuk, O. M. (2015). Determination of the rolls of historic buildings by ground laser scanning. Engineering Geodesy, 62, 55–71.
Shults, R., Levin, E., Habibi, R., Shenoy, S., Honcheruk, O., Hart, T., & An Z. (2019). Capability of Matterport 3D camera for industrial archaeology sites inventory. In The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences (Vol. XLII-2/W11, pp. 1059–1064). https://doi.org/10.5194/isprs-archives-XLII-2-W11-1059-2019
Tsioukas, V. (2007). Simple tools for architectural photogrammetry. In Proceedings of the 21st CIPA Symposium (Vol. XXXVI-5/C53). https://www.isprs.org/proceedings/xxxvi/5-c53/papers/FP140.pdf
Verkhovna Rada of Ukraine. (1999). Law of Ukraine “On architectural activity”. Bulletin of the Verkhovna Rada of Ukraine, 31, 246.
Verkhovna Rada of Ukraine. (2011). Law of Ukraine “On regulation of urban development”. Bulletin of the Verkhovna Rada of Ukraine, 34, 343.