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ADJUSTMENTS OF GNSS OBSERVATIONS IN NATIONAL REALIZATION UTCN 03 WITH GAUSS MARKOV MODEL WITH FULL RANK

Kukucka, Pavel, Weiss, Gabriel, Labant, Slavomнr, Roland, Weiss

First published: 2013-06-20https://doi.org/10.5593/sgem2013/bb2.v2/s09.004View metrics

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Title
ADJUSTMENTS OF GNSS OBSERVATIONS IN NATIONAL REALIZATION UTCN 03 WITH GAUSS MARKOV MODEL WITH FULL RANK
Authors
Kukucka, Pavel, Weiss, Gabriel, Labant, Slavomнr, Roland, Weiss
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING
Publisher
Stef92 Technology
Year
2013
Pages
25 - 32 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References36

  1. Beazley, D.M.: Python - Programmer's reference manual. 2nd edition. Neocortex, spol. s.r.o., 2002. 429 p. ISBN 80-86330-05-2.

  2. Caspary, W.F.: Concepts of network and deformation analysis. First edition. Kensingthon: School of surveying The University of New South Wales, 1987. 187s.

  3. GALILEO. (Online cited 2012-09-03), http://www.esa.int/esaNA/galileo.html. Table 3: Pre-determined coordinates of RP and OP from KUKE and KOSI reference points Points Cartesian coordinates ETRS89 [m] Rectangular plane coordinates UTCN03 [m] Geographic coordinates φ, ETRS89 [°] KUKE X 3931776.865 X 1243771.92 φ 48° 40' 58.92045" N Y 1530488.110 Y 262170.073 λ 21° 16' 08.51461" E Z 4767565.763 h 233.740 h 273.9690 KOSI X 3928558.335 X 1238133.60 φ 48° 43' 58.84901" N Y 1527237.710 Y 263770.978 λ 21° 14' 37.42024" E Z 4771231.623 h 231.010 h 271.3090 calculated coordinates of the points RP H X 3929146.066 X 1240826.63 φ 48° 42' 36.75710" N Y 1531162.566 Y 260448.710 λ 21° 17' 25.93619" E Z 4769633.238 h 330.473 h 370.6157 V X 3926845.027 X 1238565.92 φ 48° 43' 52.67631" N Y 1532171.266 Y 258567.146 λ 21° 18' 52.81146" E Z 4771163.543 h 308.017 h 348.0641 S X 3925651.412 X 1232603.99 φ 48° 46' 54.88442" N Y 1523864.186 Y 265604.804 λ 21° 12' 54.99911" E Z 4774996.721 h 470.343 h 510.7339 calculated coordinates of the points OB B6 X 3927552.162 X 1238170.73 φ 48° 44' 01.62201" N Y 1529672.853 Y 261135.933 λ 21° 16' 46.33162" E Z 4771299.235 h 245.928 h 286.0918 B10 X 3927932.537 X 1238862.01 φ 48° 43' 39.69355" N Y 1530161.598 Y 260850.328 λ 21° 17' 01.86114" E Z 4770878.260 h 280.319 h 320.4729 C20 X 3927580.216 X 1238054.79 φ 48° 44' 04.89925" N Y 1529340.777 Y 261450.473 λ 21° 16' 30.69030" E Z 4771345.190 h 218.218 h 258.3970 PIII1 X 3927373.634 X 1237837.32 φ 48° 44' 12.25113" N Y 1529476.974 Y 261238.308 λ 21° 16' 40.56985" E Z 4771526.472 h 260.129 h 300.2970 PIV1 X 3927743.791 X 1238412.35 φ 48° 43' 53.75159" N Y 1529719.335 Y 261173.399 λ 21° 16' 45.04798" E Z 4771153.330 h 265.161 h 305.3266 GeoConference on Informatics, Geoinformatics and Remote Sensing

  4. Gašincová, S., Gašinec, J.: Adjustment of positional geodetic networks by unconventional estimations. Acta Montanistica Slovaca. 15, 1, 71-85, ISSN 1335-1788, 2010.

  5. Harms, D., Mcdonald, K.: Let's start programming in Python language. 2nd revised edition. Brno: Computer Press, a.s., 2008. 456 p. ISBN 978-80-251-2161-0.

  6. Hefty, J., Husár, L.: Satellite geodesy: Global Positioning System. Bratislava: STU Bratislava, 2003. 186 p., ISBN 80-227-1823-8.

  7. Jakub, V., Sabová, J., Weiss, G. : Local geodetic networks I. examples. First edition. Košice: Editor centre and editorial office AMS, F BERG, Technical University of Košice, 2008. 76 p. ISBN 978-80-553-0022-1.

  8. Kukučka, P., The using of satellite systems for monitoring slide areas. PhD Thesis, 2011, Košice.

  9. Labant S., Weiss, G., Kukučka, P.: Robust adjustment of a geodetic network measured by satellite technology in the Dargovských Hrdinov suburb. Acta Montanistica Slovaca, 2011, 16, 3, 229-237.

  10. Labant, S., Kalatovičová, L., Kukučka, P., Weiss, E.: Precision of GNSS instruments by static method comparing in real time. Acta Montanistica Slovaca, 2009, 14, 1, 55-61.

  11. Labant, S.: Real time monitoring of landslides. PhD thesis, 2008. 146 p.

  12. Leica SmartNet. Geotech, (Online cited 2012-18-22) http://www.smartnet.sk/.

  13. Markechová, D., Stehlíková, B., Tirpáková, A.: Statistical methods and their applications. Constantine the Philosopher University in Nitra 2011. 534 p . ISBN 978- 80-8094-807-8.

  14. Sabová, J., Jakub, V.: Geodetic deformation monitoring. 1 st edition. Košice: Editor centre and editorial office AMS, F BERG, Technical University of Košice, 2007. 128 p., ISBN 978-80-8073-788 -7.

  15. Sabová, J., Gašincová, S.: Graphic testing in deformation monitoring. Acta Montanistica Slovaca. Vol.7, 2002, no.2, pp. 127-130, ISBN 1335-1788.

  16. SKPOS (Online cited 2010.4.25) www.gku.sk/predmet-cinnosti/geodeticke- zaklady/gnss-uvod.

  17. Weiss, G., Jakub, V., Weiss, E.: Compatibility of geodetic points and their verification. Košice: TU Košice, 2004. 139 p. ISBN 80-8073-149-7.

  18. Weiss, G., Šütti, J.: Surveying local network I . Košice: F BERG, Technical University of Košice, 1997. 88 p.

  19. Beazley, D.M.: Python - Programmer's reference manual. 2nd edition. Neocortex, spol. s.r.o., 2002. 429 p. ISBN 80-86330-05-2.

  20. Caspary, W.F.: Concepts of network and deformation analysis. First edition. Kensingthon: School of surveying The University of New South Wales, 1987. 187s.

  21. GALILEO. (Online cited 2012-09-03), http://www.esa.int/esaNA/galileo.html. Table 3: Pre-determined coordinates of RP and OP from KUKE and KOSI reference points Points Cartesian coordinates ETRS89 [m] Rectangular plane coordinates UTCN03 [m] Geographic coordinates φ, ETRS89 [°] KUKE X 3931776.865 X 1243771.92 φ 48° 40' 58.92045" N Y 1530488.110 Y 262170.073 λ 21° 16' 08.51461" E Z 4767565.763 h 233.740 h 273.9690 KOSI X 3928558.335 X 1238133.60 φ 48° 43' 58.84901" N Y 1527237.710 Y 263770.978 λ 21° 14' 37.42024" E Z 4771231.623 h 231.010 h 271.3090 calculated coordinates of the points RP H X 3929146.066 X 1240826.63 φ 48° 42' 36.75710" N Y 1531162.566 Y 260448.710 λ 21° 17' 25.93619" E Z 4769633.238 h 330.473 h 370.6157 V X 3926845.027 X 1238565.92 φ 48° 43' 52.67631" N Y 1532171.266 Y 258567.146 λ 21° 18' 52.81146" E Z 4771163.543 h 308.017 h 348.0641 S X 3925651.412 X 1232603.99 φ 48° 46' 54.88442" N Y 1523864.186 Y 265604.804 λ 21° 12' 54.99911" E Z 4774996.721 h 470.343 h 510.7339 calculated coordinates of the points OB B6 X 3927552.162 X 1238170.73 φ 48° 44' 01.62201" N Y 1529672.853 Y 261135.933 λ 21° 16' 46.33162" E Z 4771299.235 h 245.928 h 286.0918 B10 X 3927932.537 X 1238862.01 φ 48° 43' 39.69355" N Y 1530161.598 Y 260850.328 λ 21° 17' 01.86114" E Z 4770878.260 h 280.319 h 320.4729 C20 X 3927580.216 X 1238054.79 φ 48° 44' 04.89925" N Y 1529340.777 Y 261450.473 λ 21° 16' 30.69030" E Z 4771345.190 h 218.218 h 258.3970 PIII1 X 3927373.634 X 1237837.32 φ 48° 44' 12.25113" N Y 1529476.974 Y 261238.308 λ 21° 16' 40.56985" E Z 4771526.472 h 260.129 h 300.2970 PIV1 X 3927743.791 X 1238412.35 φ 48° 43' 53.75159" N Y 1529719.335 Y 261173.399 λ 21° 16' 45.04798" E Z 4771153.330 h 265.161 h 305.3266 GeoConference on Informatics, Geoinformatics and Remote Sensing

  22. Gašincová, S., Gašinec, J.: Adjustment of positional geodetic networks by unconventional estimations. Acta Montanistica Slovaca. 15, 1, 71-85, ISSN 1335-1788, 2010.

  23. Harms, D., Mcdonald, K.: Let's start programming in Python language. 2nd revised edition. Brno: Computer Press, a.s., 2008. 456 p. ISBN 978-80-251-2161-0.

  24. Hefty, J., Husár, L.: Satellite geodesy: Global Positioning System. Bratislava: STU Bratislava, 2003. 186 p., ISBN 80-227-1823-8.

  25. Jakub, V., Sabová, J., Weiss, G. : Local geodetic networks I. examples. First edition. Košice: Editor centre and editorial office AMS, F BERG, Technical University of Košice, 2008. 76 p. ISBN 978-80-553-0022-1.

  26. Kukučka, P., The using of satellite systems for monitoring slide areas. PhD Thesis, 2011, Košice.

  27. Labant S., Weiss, G., Kukučka, P.: Robust adjustment of a geodetic network measured by satellite technology in the Dargovských Hrdinov suburb. Acta Montanistica Slovaca, 2011, 16, 3, 229-237.

  28. Labant, S., Kalatovičová, L., Kukučka, P., Weiss, E.: Precision of GNSS instruments by static method comparing in real time. Acta Montanistica Slovaca, 2009, 14, 1, 55-61.

  29. Labant, S.: Real time monitoring of landslides. PhD thesis, 2008. 146 p.

  30. Leica SmartNet. Geotech, (Online cited 2012-18-22) http://www.smartnet.sk/.

  31. Markechová, D., Stehlíková, B., Tirpáková, A.: Statistical methods and their applications. Constantine the Philosopher University in Nitra 2011. 534 p . ISBN 978- 80-8094-807-8.

  32. Sabová, J., Jakub, V.: Geodetic deformation monitoring. 1 st edition. Košice: Editor centre and editorial office AMS, F BERG, Technical University of Košice, 2007. 128 p., ISBN 978-80-8073-788 -7.

  33. Sabová, J., Gašincová, S.: Graphic testing in deformation monitoring. Acta Montanistica Slovaca. Vol.7, 2002, no.2, pp. 127-130, ISBN 1335-1788.

  34. SKPOS (Online cited 2010.4.25) www.gku.sk/predmet-cinnosti/geodeticke- zaklady/gnss-uvod.

  35. Weiss, G., Jakub, V., Weiss, E.: Compatibility of geodetic points and their verification. Košice: TU Košice, 2004. 139 p. ISBN 80-8073-149-7.

  36. Weiss, G., Šütti, J.: Surveying local network I . Košice: F BERG, Technical University of Košice, 1997. 88 p.

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