Abstract

Vertical crustal movements can be calculated on the basis of Global Navigation Satellite Systems (GNSS) permanent stations positioning results (the absolute motion) as well as on vectors between the stations (the relative motion). The time series, which are created in both cases, include, apart from the information about height, measurement noise, and they are burdened with the influence of factors that are sometimes difficult to identify. These factors make momentary or long-term changes in height. The times of sudden changes in height (jumps) can be difficult to identify and estimate. In order to calculate the velocity of vertical movements, each of the jumps should be identified. It means that both the epoch of each jump and its value must be estimated. The authors of this article developed an algorithm that supports the process of creating the models of vertical crustal movements from GNSS data. The algorithm determines the epoch of a jump and estimates the velocity of vertical movements. The aim of the article is to verify the algorithm on the basis of height changes in adjacent stations of polish national CORS network ASG-EUPOS and to set proper algorithm parameters. The results received on the basis of the algorithm were evaluated and verified using four possible methods: visual evaluation, testing the algorithm using adjacent input parameter values, information in .log files and analysis of the loop misclosure. The results indicate that the algorithm functions properly and is useful in the creation of vertical crustal movement models from GNSS data.

Highlights

  • A new Vertical Reference Frame EVRF 2007 and European Vertical Reference System 2007 were created in Europe

  • The aim of the article is to verify and improve the discontinuity detection algorithm based on the switching edge detector (SWE) presented in the work by Rapinski and Kowalczyk [17], which supports the estimation of vertical crustal movement model on the basis of Global Navigation Satellite Systems (GNSS) data

  • The analysis showed that the value of the main period in time series was one year (Figure 7)

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Summary

Introduction

A new Vertical Reference Frame EVRF 2007 and European Vertical Reference System 2007 were created in Europe. Efforts are being made to implement the system in particular European countries. The system is a kinematic height reference system [1]. The leveling data from 27 countries were included in a common epoch (2000). Both the system and the frame are still being modified in relation to constant updates [2]. Levelling campaigns are conducted on average every 20 years or they are carried out as supplementary or control measurements [3,4]. A long time between measurement epochs influences the validity of regional and global models

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