Testing of the relative precision in local network with use of the Trimble Geo XR GNSS receivers

• Autorzy: Štroner M. , Urban R. , Královič J.

Identyfikatory

DOI

10.2478/rgg-2013-0004

• Języki publikacji: EN

Abstrakty

EN

The paper deal with testing of different GNSS measurement methods in highly accurate network for the objectives engineering surveying. The test is comprised of a set of measurement acquired by particular GNSS methods with different observation length. For purposes of the test, an appropriate network of five points in local system was created and accurately trigonometrically measured. The result of testing is a comparison of individual methods in position using two dimensional congruent transformation and in height using one dimensional congruent transformation.

Słowa kluczowe

EN

high precision network; GNSS method; testing; precision evaluation

PL

wysoka precyzja sieć; metoda GNSS; badania

• Wydawca: Wydział Geodezji i Kartografii Politechniki Warszawskiej
• Czasopismo: Reports on Geodesy
• Rocznik: 2013
• Tom: z. 1/94
• Strony: 27--36
• Opis fizyczny: Bibliogr. 9 poz., rys., tab.

Twórcy

autor

Štroner M.

• CTU in Prague, Faculty of Civil Engineering, Department of Special Geodesy, Czech Republic

autor

Urban R.

• CTU in Prague, Faculty of Civil Engineering, Department of Special Geodesy, Czech Republic

autor

Královič J.

• CTU in Prague, Faculty of Civil Engineering, Department of Special Geodesy, Czech Republic

Bibliografia

• 1. Královič, J. (2013). Testing of local precision of GNSS receivers Trimble GeoXR. CTU in Prague. [Diploma thesis]. (in Czech).
• 2. Láska, Z., Tešnar, M., Slabý, J. and Sukup, J. (2010). Global navigation satellite systems and their use in practice. Center for the development of research of advanced control and sensor technologies, Institute of Automation and measurement technology, Brno University of Technology, 2010. http://www.crr.vutbr.cz/kurzy-seminare/merici-systemy/seminar-globalni-navigacnisatelitni-systemy-jejich-vyuziti-v-praxi. (in Czech).
• 3. Mervart, L. (1997). Basics of GPS. CTU in Prague. (in Czech).
• 4. Vilímková, M. (2007). Accuracy Tests of the CZEPOS. Geodetický a kartografický obzor. 2007, 53, No. 4. ISSN 0016-7096. (in Czech).
• 5. Štroner, M. (2010). Development of software for planning of the precision of geodetic measurements PrecisPlanner 3D. Stavební obzor, 2010, 19, No. 3, pp. 92 95. ISSN 1210-4027. (in Czech).
• 6. Štroner, M. and Hampacher, M. (2011). Processing and analysis of measurements in engineering surveying. 1. ed. Prague: CTU Publishing House, 2011. 313 p. ISBN 978-80-01-04900-6. (in Czech).
• 7. Třasák, P. (2009) Software EasyNet 2.2. Ing. Pavel Třasák [online]. 2009, 06.11.2012 [cit. 2012-11-22]. http://k154.fsv.cvut.cz/~trasak/handmade/easynet.html.
• 8. Třasák, P. and Štroner, M. (2011). Robust Adjustment Methods. Geodetický a kartografický obzor. 2011, 57, No. 7. ISSN 0016-7096. (in Czech).
• 9. Urban, R., Štroner, M., and Kovařík, K. (2013). Comparison of GNSS Measurement Accuracy in the Reference Stations Network in the Territory of Prague. Geodetický a kartografický obzor. 2013, 59, No. 3. ISSN 0016-7096. (in Czech).