Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia

This paper describes the conceptual design and the implementation of the project of establishing a GNSS control network in the territory of the Republic of Slovenia, which will be used to monitor the quality of the SIGNAL network products and services and to verify the quality of methods and measure...

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Main Author: Danijel Majcen
Format: Article
Language:English
Published: Association of Surveyors of Slovenia (Zveza geodetov Slovenije) 2020-06-01
Series:Geodetski Vestnik
Subjects:
Online Access:http://geodetski-vestnik.com/64/2/gv64-2_majcen.pdf
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spelling doaj-f77eeca378964f5eb94b4a0f5d169d602020-11-25T03:24:47Zeng Association of Surveyors of Slovenia (Zveza geodetov Slovenije) Geodetski Vestnik0351-02711581-13282020-06-01640216918110.15292/geodetski-vestnik.2020.02.169-181Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in SloveniaDanijel Majcen0Surveying and Mapping Authority of the Republic of Slovenia, Zemljemerska ulica 12, SI-1000 Ljubljana, SloveniaThis paper describes the conceptual design and the implementation of the project of establishing a GNSS control network in the territory of the Republic of Slovenia, which will be used to monitor the quality of the SIGNAL network products and services and to verify the quality of methods and measurement equipment for GNSS positioning. The stabilization process and the selection of locations of GNSS points are described. The determination of the reference coordinates of GNSS points is presented. A comparison of coordinates of the GNSS points in the coordinate reference systems D96/TM and D96-17/TM is made. A comparison of coordinates determined from 24-hour static measurements is also made, by using baselines 1) to the nearest SIGNAL stations and 2) to a virtual reference station (VRS) in the immediate neighbourhood of each point.http://geodetski-vestnik.com/64/2/gv64-2_majcen.pdfaccuracycontrol networkcontrol pointstatic gnss measurementpost-processing vrs
collection DOAJ
language English
format Article
sources DOAJ
author Danijel Majcen
spellingShingle Danijel Majcen
Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
Geodetski Vestnik
accuracy
control network
control point
static gnss measurement
post-processing vrs
author_facet Danijel Majcen
author_sort Danijel Majcen
title Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
title_short Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
title_full Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
title_fullStr Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
title_full_unstemmed Vzpostavitev pasivne kontrolne GNSS-mreže v Sloveniji ( = Creation of a passive GNSS control network in Slovenia
title_sort vzpostavitev pasivne kontrolne gnss-mreže v sloveniji ( = creation of a passive gnss control network in slovenia
publisher Association of Surveyors of Slovenia (Zveza geodetov Slovenije)
series Geodetski Vestnik
issn 0351-0271
1581-1328
publishDate 2020-06-01
description This paper describes the conceptual design and the implementation of the project of establishing a GNSS control network in the territory of the Republic of Slovenia, which will be used to monitor the quality of the SIGNAL network products and services and to verify the quality of methods and measurement equipment for GNSS positioning. The stabilization process and the selection of locations of GNSS points are described. The determination of the reference coordinates of GNSS points is presented. A comparison of coordinates of the GNSS points in the coordinate reference systems D96/TM and D96-17/TM is made. A comparison of coordinates determined from 24-hour static measurements is also made, by using baselines 1) to the nearest SIGNAL stations and 2) to a virtual reference station (VRS) in the immediate neighbourhood of each point.
topic accuracy
control network
control point
static gnss measurement
post-processing vrs
url http://geodetski-vestnik.com/64/2/gv64-2_majcen.pdf
work_keys_str_mv AT danijelmajcen vzpostavitevpasivnekontrolnegnssmrezevslovenijicreationofapassivegnsscontrolnetworkinslovenia
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