2017
DOI: 10.13168/agg.2017.0028
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Identification of pseudo-nodal points on the basis precise leveling campaigns data and GNSS

Abstract: Four precise leveling campaigns has been carried out in Poland, and for several years there is a functioning system of permanent GNSS stations determining the height of network points. On the basis of these data, several variants of vertical crustal movements models have been developed (Wyrzykowski, 1987;Kowalczyk, 2005;Kontny and Bogusz, 2012). In order to develop a kinematic model of vertical crustal movements, one of the possibilities is an adjustment of the network formed simultaneously with the leveling d… Show more

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Cited by 5 publications
(3 citation statements)
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“…Connecting nodes have to be identified to link several independent networks of vertical movements. A solution to this problem was proposed by [20]. An analysis of unadjusted vertical movement changes on selected leveling lines used to estimate the maximum distance between nodal points and GNSS permanent stations was conducted.…”
Section: Introductionmentioning
confidence: 99%
“…Connecting nodes have to be identified to link several independent networks of vertical movements. A solution to this problem was proposed by [20]. An analysis of unadjusted vertical movement changes on selected leveling lines used to estimate the maximum distance between nodal points and GNSS permanent stations was conducted.…”
Section: Introductionmentioning
confidence: 99%
“…no centers in the network structure -the network is very sensitive to the deliberate exclusion of centers from the network structure an attack on several centers can lead to complete network disruption and structural dysfunction rarely appear in the real world -they characterize many spatial structures and are versatile in usage Source: Own analysis based on [6,28,39].…”
Section: Random Network Scale-free Networkmentioning
confidence: 99%
“…As an example he took two permanent ASG-EUPOS stations corelating the time series of height and temperature concluding that the influence of thermal expansion of materials holding the GNSS antenna on the estimated vertical crustal movements between the stations are of 0.1 mm/yr magnitude. Finally, Bednarczyk et al (2018) solved the problem of identification of fiducial point in the subsequent levelling campaigns (precise and GNSS) by providing coherent database containing attributes of both types of data and automatization of the joint point identification process. They presented the results of such identification process, depending on the amount of data, on the example of the area of Poland.…”
Section: Study On Local and Regional Dynamics Using Permanent Observa...mentioning
confidence: 99%