Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen

Geodetic networks are very important in analyses of long-term monitoring deformation of natural objects in polar regions. The ground stability of geodetic reference points can give the quality of the results of geometry measures. Well measures give the purpose to environmental protection of measured...

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Main Author: Głowacki Tadeusz
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20187100020
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spelling doaj-3a6580099cad4f4298f01f1d7618ca8f2021-02-02T01:37:54ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01710002010.1051/e3sconf/20187100020e3sconf_cpsys18_00020Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern SpitsbergenGłowacki Tadeusz0Wroclaw University of Science and Technology, Faculty of Geoengineering, Mining and GeologyGeodetic networks are very important in analyses of long-term monitoring deformation of natural objects in polar regions. The ground stability of geodetic reference points can give the quality of the results of geometry measures. Well measures give the purpose to environmental protection of measured natural objects (moraines, talus slopes, debris etc.). The main objective of this paper is to compare the adjustment of the geodetic network by the Least Square Method based on one (ASTRO) or two (ASTRO and NYA1) reference points with full rank and robust adjustment. The main adjustment steps with important numerical results are presented for both methods. The method how to detect the presence of the used wrong approximate coordinates of network points is addressed, and the detection approaches are given for both adjustment procedures. The results of both adjustment procedures summarized in the Conclusion indicate that the combination of these procedures is not suitable way of detecting errors in a geodetic network.https://doi.org/10.1051/e3sconf/20187100020
collection DOAJ
language English
format Article
sources DOAJ
author Głowacki Tadeusz
spellingShingle Głowacki Tadeusz
Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
E3S Web of Conferences
author_facet Głowacki Tadeusz
author_sort Głowacki Tadeusz
title Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
title_short Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
title_full Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
title_fullStr Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
title_full_unstemmed Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen
title_sort accuracy analysis of satellite measurements of the measurement geodetic control network on the southern spitsbergen
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description Geodetic networks are very important in analyses of long-term monitoring deformation of natural objects in polar regions. The ground stability of geodetic reference points can give the quality of the results of geometry measures. Well measures give the purpose to environmental protection of measured natural objects (moraines, talus slopes, debris etc.). The main objective of this paper is to compare the adjustment of the geodetic network by the Least Square Method based on one (ASTRO) or two (ASTRO and NYA1) reference points with full rank and robust adjustment. The main adjustment steps with important numerical results are presented for both methods. The method how to detect the presence of the used wrong approximate coordinates of network points is addressed, and the detection approaches are given for both adjustment procedures. The results of both adjustment procedures summarized in the Conclusion indicate that the combination of these procedures is not suitable way of detecting errors in a geodetic network.
url https://doi.org/10.1051/e3sconf/20187100020
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