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Modernization of the method of line-line intersection using RTN GNSS technology for determining the position of corners of buildings

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Carrying out measurements of buildings with RTN GNSS technology in difficult environmental conditions appears to be a major challenge for many surveyors. Achieving the required accuracy of the position of a building structure is often a difficult, and sometimes even an impossible task to perform. This paper presents an innovative solution to increase the reliability of determining the coordinates of building corners, by modernizing the results obtained from the indirect method of measurement of line-line intersection by the socalled half-angle method. Generally speaking, the half-angle method is to verify the angular values in determined points (corners of buildings) from the method of intersection of the base point lines. Optimization of this method involves reducing deformation of a building, which has been determined in real time, taking into account only the classical method of line-line intersection. In order to obtain optimized measurement results, the conversion of the obtained results to the convergent values relative to the most probable coordinates is performed. Based on a detailed comparative and statistical analyses, it can be concluded that the modernized method of line intersection, employed in the RTN GNSS mode with the half-angle method, greatly improves the reliability of determining corners of buildings (X and Y coordinates), as well as provides an exact reflection of the geometric shape of a structure.
Rocznik
Strony
41--57
Opis fizyczny
Bibliogr. 9 poz., rys., tab.
Twórcy
autor
  • AGH University of Science and Technology, Faculty of Mining Surveying and Environmental Engineering, Department of Geomatics 30 Mickiewicza Al., 30-059 Krakow, Poland
Bibliografia
  • Cai Ch., Gao Y. (2013). Modeling and assessment of combined GPS/GLONASS precise point positioning. GPS Solutions, 17, Issue 2, 223-236.
  • Ge L., Lee I. (2006). The performance of RTK-GPS for surveying under challenging environmental conditions. Earth, Planets and Space, 58, Issue 5, 515-522.
  • Kowalczyk K. (2011). Analysis of the errors generated during the measurement of situational details RTK GPS method. Acta Scientiarum Polonorum Geodesia et Descriptio Terrarum, 10(1), 5-22.
  • Krzyżek R. (2014). Reliability analysis of the results of RTN GNSS surveys of building structures using indirect methods of measurement. Geodesy and Cartography, 63, no. 2, 161-181.
  • Krzyżek R. (2013). Verification of applicability of the Trimble RTX satellite technology with xFill function in establishing surveying control networks. Geodesy and Cartography, 62, no. 2, 217-233.
  • Krzyżek R. (2014). Precision analysis of Trimble RTX surveying technology with xFill function in the context of obtained conversion observations. Reports on Geodesy and Geoinformatics, Vol. 97, 47-70.
  • Pirti A., Yucel M., Gumus K. (2013). Testing Real Time Kinematis GNSS (GPS and GPS/GLONASS) methods in obstructed and unobstructed sites. Geodetski Vestnik, 57, no. 3, 498-512.
  • Zhang X. & Li P. (2014). Integrating GPS and GLONASS to accelerate convergence and initialization times of precise point positioning. GPS Solution, 18, Issue 3, 461-471.
  • www.mapy.geoportal.gov.pl/imap. (2014). - the state of the 13.11.2014.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b867b7ae-6763-4cc9-966d-8da7dadf4e67
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