The construction of the solid model of Sheptytsky's Memorial in Lviv by the method of laser scanning
Geodesy, Architecture & Construction
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First published on this website: 29.08.2019 - 09:45
Abstract
The main advantage of the terrestrial laser scanning method over the spatial total stations
method is the additional information about point from which the laser beam is reflected. This is a
color and an intensity. These are so-called photogrammetric advantages of the laser scanning. In
general, over the last decade, laser scanning has evolved significantly. The devices from large,
energy-intensive transformed in to small, such as a total stations measuring instruments. The
hardware part, application software and scanning results processing programs have improved.
The work on the station with a modern scanner is a simple. You must leveling the instrument and
start the measurements. In many researches from a given topic, the accuracy of laser scanning is
studied as an independent measurement method. For example, in the research [1] methods for
measuring angular and linear values used in terrestrial laser scanning are described in detail. In
[2] the accuracy of laser scanning was investigated, and the use of high-precision engineergeodesic works was proposed. In [3] our researchs are almost repeated, but they are local. In
[4, 5], photogrammetric methods of obtaining model of a building's facade are investigated in
detail.
References
[1] Seredovych V. A., Komyssarov A. V., Komyssarov D. V. (2009). Nazemnoe lazernoe
skanyrovanye [Terrestrial laser scanning]. Novosybyrsk: SHHA [in Russia].
[2] Katushkov V. O., Shults R. V., Sossa B. R. (2012). Spivvidnosyny mizh ochikuvanoyu
tochnistyu nazemnoho lazernoho skanuvannya i vymohamy do tochnosti vykonannya
inzhenerno-heodezychnykh robit [The correlation between the expected accuracy of
terrestrial laser scanning and the requirements for the accuracy of engineering and geodetic
works]. Mistobuduvannya ta terytorialne planuvannya – Urban Planning and Territorial
Planning, 44, 238–248. [in Ukrainian]
[3] Velykorusova A. A. (2016). Rozrobleno metodyku stvorennya tryvymirnykh modeley za
dopomohoyu fototakheometra Topcon IS-301 [Development methods creating threedimensional models using total station Topcon IS 301]. Inzhenerna heodeziya –
Engineering Geodesy, 63, 34–43. [in Ukrainian]
[4] Kamnev, I. S.; Seredovich, V. A. (2017) Analysis of the three-dimensional vector façade
model created from photogrammetric data. ISPRS Annals of Photogrammetry, Remote
Sensing & Spatial Information Sciences, 2017, 4.
[5] Glotov V., Marusazh K. (2013). Analiz metodiv stvorennya frontalʹnykh planiv lazernym
nazemnym skanuvannyam ta tsyfrovym znimannyam [Analysis of methods for creating
frontal plans by laser terrestrial scanning and digital imaging]. Heodeziya, kartohrafiya i
aerofotoznimannya - Geodesy, Cartography, and Aerial Photography, 78, 30–37. [in
Ukrainian]
[6] Vivat, A. Y., Tserklevych, A., &Smirnova, O. (2018). Doslidzhennya pryladiv dlya
vymiryuvannya heometrychnykh parametriv konstruktsiy inzhenernykh sporud [A study of
devices used for geometric parameter measurement of engineering building construction].
Heodeziya, kartohrafiya i aerofotoznimannya - Geodesy, Cartography, and Aerial
Photography, 87, 21–29. [in Ukrainian]
[7] Litynskyi, Volodymyr, et al. (2019) The accuracy investigation of point coordinates’
determination using a fixed basis for high-precision geodesy binding. Reports on Geodesy
and Geoinformatics, 107, 19–23
Full text
Comments
Dear Authors,
Your paper has been accepted!
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