Monitoring of Local Vertical Movements at Geodetic Station by Repeated Levelling

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00025615%3A_____%2F18%3AN0000020" target="_blank" >RIV/00025615:_____/18:N0000020 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/18:00322863

Výsledek na webu

<a href="https://www.sgem.org/index.php/jresearch-article?citekey=Kostelecky20189883890" target="_blank" >https://www.sgem.org/index.php/jresearch-article?citekey=Kostelecky20189883890</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/sgem2018/2.2/S09.112" target="_blank" >10.5593/sgem2018/2.2/S09.112</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Monitoring of Local Vertical Movements at Geodetic Station by Repeated Levelling

Popis výsledku v původním jazyce

During the maintenance of geodetic stations must be secured that the stations are not subject to local movements. The case study is presented fot the station at the Geodetic Observatory Pecny, Czech Republic. The vertical movements are monitored by repeated levelling technique. The systematic errors in the length of the levelling rod and the corretion due to an inclined line of sight were accounted during processing. The results of the measurements from 2001 to 2017 are summarized. No local motion of the GNSS station or of the absolute gravity point has been demonstrated. The results are compared and discussed with the coordinate time series determined by GNSS and the gravity acceleration time series from the relative superconducting gravimeter calibrated by the absolute gravimeter.

Název v anglickém jazyce

Monitoring of Local Vertical Movements at Geodetic Station by Repeated Levelling

Popis výsledku anglicky

During the maintenance of geodetic stations must be secured that the stations are not subject to local movements. The case study is presented fot the station at the Geodetic Observatory Pecny, Czech Republic. The vertical movements are monitored by repeated levelling technique. The systematic errors in the length of the levelling rod and the corretion due to an inclined line of sight were accounted during processing. The results of the measurements from 2001 to 2017 are summarized. No local motion of the GNSS station or of the absolute gravity point has been demonstrated. The results are compared and discussed with the coordinate time series determined by GNSS and the gravity acceleration time series from the relative superconducting gravimeter calibrated by the absolute gravimeter.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

10511 - Environmental sciences (social aspects to be 5.7)

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

18th International Multidisciplinary Scientific Conference SGEM2018 Conference Proceedings Volume 18 Informatics, Geoinformatics and Remote Sensing Issue 2.2

ISBN

978-619-7408-40-9

ISSN

1314-2704

e-ISSN

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Počet stran výsledku

8

Strana od-do

883-890

Název nakladatele

STEF92 Technology Ltd.

Místo vydání

Sofia, Bulgaria

Místo konání akce

Albena, Bulgaria

Datum konání akce

2. 7. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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