UDC: 
DOI: 
10.22389/0016-7126-2023-997-7-2-13
1 Bovshin N.A.
Year: 
№: 
997
Pages: 
2-13

Roskadastr, PLC

1, 
Abstract:
In this paper we continue to study the statistical properties of adjusted station coordinates in permanent geodetic networks. Analytical constructing the variance-covariance matrix of the measured vectors redundant set’s coordinates taking into account the covariances between vectors with common stations, is performed. The main attributes of this matrix are shown.Analytical modeling the adjustment of the measured vectors’ redundant set, which has such attributes, is performed. The variance-covariance matrix of the vector network’s adjusted coordinates is obtained and its properties are analyzed. It is shown that at using a simplified method for constructing such network, which neglects correlations between the errors of the measured baselines, the accuracy of its solution is overestimated, but the structure of the covariance matrix does not change. Analytical modeling of the network’s behavior in time is done, taking into account its possible internal dynamics, i.e. temporal changes of the geodetic stations’ relative positions that form it. It is shown that a dynamic vector solution has the same properties as the individual ones which make it, if they use redundant sets of measured vectors of the same type
The study was carried out within the framework of the federal project "Maintenance, development and use of the GLONASS system" of the state program of the Russian Federation "Space activities of Russia" for 2021–2030, ЕГИСУ №1210806000081-5.
References: 
1.   Bellman R. E. Vvedenie v teoriyu matrits. Per. s angl., pod red. V. B. Lidskogo. – Izd. 2. Moskva: Nauka, 1976, 351 p.
2.   Bovshin N.A. (2016) On the accuracy estimation of continuously operated geodetic networks. Geodezia i Kartografia, (5), pp. 2–6. (In Russian). DOI: 10.22389/0016-7126-2016-911-5-2-6.
3.   Eckl M.C. (2001) Accuracy of GPS-derived relative positions as a function of interstation distance and observing-session duration. Journ. of Geodesy, Volume 75, no. 12, pp. 633–640.
4.   Even-Tzur G. (2002) GPS vector configuration design for monitoring deformation networks. Journal of Geodesy, no. 76, pp. 455–461. DOI: 10.1007/s00190-002-0274-5.
5.   Fotiou A., Pikridas C., Rossikopoulos D., Chatzinikos M. (2009) The effect of independent and trivial GPS baselines on the adjustment of networks in everyday engineering practice. Proceeding of International symposium on modern technologies, education and professional practice in geodesy and related fields, 05-09 November, Sofia, pp. 201–212. URL: clck.ru/36ymH7 (accessed: 15.02.2023).
6.   Han S., Rizos C. (1995) Selection and scaling of simultaneous baselines for GPS network adjustment, or correct procedures for processing trivial baselines. Geomatics Res. Australasia, no. 63, pp. 51–66.
7.   Leick A. (2004) GPS Satellite Surveying. 3rd ed. A Wiley and Sons, Inc, New York, 435 p.
8.   Liu T., Du Y., Nie W., Liu J., Ma Y., Xu G. (2022) An observation density based method for independent baseline searching in GNSS network solution. Remote Sensing, no. 14 (19), DOI: 10.3390/rs14194717.
9.   Ovstedal O. (2000) Single processed independent and trivial vectors in network analysis. Journal of Surveying Engineering, Volume 126, no. 1, pp. 18–25. DOI: 10.1061/(ASCE)0733-9453(2000)126:1(18).
Citation:
Bovshin N.A., 
(2023) Analysis of regional geodetic GNSS networks properties built through the relative method. Complete case. Geodesy and cartography = Geodezia i Kartografia, 84(7), pp. 2-13. (In Russian). DOI: 10.22389/0016-7126-2023-997-7-2-13
Publication History
Received: 28.03.2023
Accepted: 20.07.2023
Published: 20.08.2023

Content

2023 July DOI:
10.22389/0016-7126-2023-997-7