Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning

The positioning in topographic and geodetic surveying with GNSS (Global Navigation Satellite System) receivers could be performed using commercial and free on-line service available on the internet. These determine the coordinates of the point of interest at epoch and geodetic reference frame of pre...

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Autores: Oliveira, Taynara Nascimento de, Carvalho, Alessandro Salles
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2022
País:Brasil
Institución:Universidade Federal de Uberlândia (UFU)
Repositorio:Revista brasileira de cartografia - RBC (Online)
Idioma:portugués
OAI Identifier:oai:ojs.www.seer.ufu.br:article/55464
Acceso en línea:https://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/55464
Access Level:acceso abierto
Palabra clave:Posicionamento Geodésico
Serviços on-line GNSS
Mudança de Referencial Geodésico
Geodetic Positioning
GNSS on-line services
Geodetic Positioning. GNSS online services. Reference Frame Transformation.
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repository_id_str
dc.title.none.fl_str_mv Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
Automação do Processo de Mudança de Referencial Geodésico e Atualização de Coordenadas no Posicionamento de Alta Precisão
title Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
spellingShingle Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
Oliveira, Taynara Nascimento de
Posicionamento Geodésico
Serviços on-line GNSS
Mudança de Referencial Geodésico
Geodetic Positioning
GNSS on-line services
Geodetic Positioning. GNSS online services. Reference Frame Transformation.
title_short Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
title_full Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
title_fullStr Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
title_full_unstemmed Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
title_sort Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision Positioning
dc.creator.none.fl_str_mv Oliveira, Taynara Nascimento de
Carvalho, Alessandro Salles
Oliveira, Taynara Nascimento de
Carvalho, Alessandro Salles
author Oliveira, Taynara Nascimento de
author_facet Oliveira, Taynara Nascimento de
Carvalho, Alessandro Salles
author_role author
author2 Carvalho, Alessandro Salles
author2_role author
dc.subject.por.fl_str_mv Posicionamento Geodésico
Serviços on-line GNSS
Mudança de Referencial Geodésico
Geodetic Positioning
GNSS on-line services
Geodetic Positioning. GNSS online services. Reference Frame Transformation.
topic Posicionamento Geodésico
Serviços on-line GNSS
Mudança de Referencial Geodésico
Geodetic Positioning
GNSS on-line services
Geodetic Positioning. GNSS online services. Reference Frame Transformation.
description The positioning in topographic and geodetic surveying with GNSS (Global Navigation Satellite System) receivers could be performed using commercial and free on-line service available on the internet. These determine the coordinates of the point of interest at epoch and geodetic reference frame of precise orbits, which in the post-processing GNSS data collected, are used and differ from the reference frame adopted for the Brazilian Geodetic System (SGB). In Brazil, only the frame SIRGAS2000 (epoch 2000.4) is applied to the coordinate determination. Therefore, it is necessary to change the reference frame and reduction of coordinate obtained from those services to the official geodetic frame adopted in the country. Thus, the computational tools to automation of procedures and report supply of the calculations, performed internally, contributes to students and users of the on-line service for post-processing GNSS data for positioning. The purpose of this study was to develop a software, named of MRefGeo, to make the change of geodetic reference frame and coordinate reduction as well as to validate the results of its use. In the MRefGeo, it is possible to choose the parameter available between the IBGE-PPP (Brazilian Institute of Geography and Statistics – Precise Point Positioning) or IERS/IGN (International Earth rotation and Reference systems Service/ Institut National de l'Information Géographique et Forestière) to change the referential and velocity models for the SIRGAS – VEMOS2009 and VEMOS2017. The experiments realized with use of MRefGeo showed that results are in agreement, at the millimeter level, with those provide by the ETRF/ITRF coordinate transformation on-line tool used in these operations.
publishDate 2022
dc.date.none.fl_str_mv 2022-02-02
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/55464
10.14393/rbcv74n1-55464
url https://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/55464
identifier_str_mv 10.14393/rbcv74n1-55464
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/55464/33296
dc.rights.driver.fl_str_mv Copyright (c) 2022 Taynara Nascimento de Oliveira, Alessandro Salles Carvalho
https://creativecommons.org/licenses/by/3.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2022 Taynara Nascimento de Oliveira, Alessandro Salles Carvalho
https://creativecommons.org/licenses/by/3.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Uberlândia
publisher.none.fl_str_mv Universidade Federal de Uberlândia
dc.source.none.fl_str_mv Brazilian Journal of Cartography; Vol. 74 No. 1 (2022): January/March; 84-99
Revista Brasileira de Cartografia; v. 74 n. 1 (2022): Janeiro/Março; 84-99
1808-0936
0560-4613
reponame:Revista brasileira de cartografia - RBC (Online)
instname:Universidade Federal de Uberlândia (UFU)
instacron:UFU
instname_str Universidade Federal de Uberlândia (UFU)
instacron_str UFU
institution UFU
reponame_str Revista brasileira de cartografia - RBC (Online)
collection Revista brasileira de cartografia - RBC (Online)
repository.name.fl_str_mv Revista brasileira de cartografia - RBC (Online) - Universidade Federal de Uberlândia (UFU)
repository.mail.fl_str_mv revbrcartografia@gmail.com
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spelling Automation in the Change of Geodetic Reference Process and Coordinate Reduction in High Precision PositioningAutomação do Processo de Mudança de Referencial Geodésico e Atualização de Coordenadas no Posicionamento de Alta PrecisãoPosicionamento GeodésicoServiços on-line GNSSMudança de Referencial GeodésicoGeodetic PositioningGNSS on-line servicesGeodetic Positioning. GNSS online services. Reference Frame Transformation.The positioning in topographic and geodetic surveying with GNSS (Global Navigation Satellite System) receivers could be performed using commercial and free on-line service available on the internet. These determine the coordinates of the point of interest at epoch and geodetic reference frame of precise orbits, which in the post-processing GNSS data collected, are used and differ from the reference frame adopted for the Brazilian Geodetic System (SGB). In Brazil, only the frame SIRGAS2000 (epoch 2000.4) is applied to the coordinate determination. Therefore, it is necessary to change the reference frame and reduction of coordinate obtained from those services to the official geodetic frame adopted in the country. Thus, the computational tools to automation of procedures and report supply of the calculations, performed internally, contributes to students and users of the on-line service for post-processing GNSS data for positioning. The purpose of this study was to develop a software, named of MRefGeo, to make the change of geodetic reference frame and coordinate reduction as well as to validate the results of its use. In the MRefGeo, it is possible to choose the parameter available between the IBGE-PPP (Brazilian Institute of Geography and Statistics – Precise Point Positioning) or IERS/IGN (International Earth rotation and Reference systems Service/ Institut National de l'Information Géographique et Forestière) to change the referential and velocity models for the SIRGAS – VEMOS2009 and VEMOS2017. The experiments realized with use of MRefGeo showed that results are in agreement, at the millimeter level, with those provide by the ETRF/ITRF coordinate transformation on-line tool used in these operations.O posicionamento em levantamentos topográficos e geodésicos com uso de receptores GNSS (Global Navigation Satellite System) pode ser realizado com uso de serviços on-line gratuitos e comerciais. Estes, determinam as coordenadas dos pontos de interesse na época e referencial geodésico das efemérides precisas, às quais são usadas no pós-processamento das observáveis GNSS coletadas em campo e difere do sistema geodésico de referência adotado para o SGB (Sistema Geodésico Brasileiro). No Brasil, é empregado na determinação das coordenadas apenas a realização SIRGAS2000 (época 2000,4). É imprescindível a mudança de referencial e atualização das coordenadas para o referencial geodésico oficial no país. Assim, uma ferramenta computacional para automação dos procedimentos e fornecimento de relatório dos cálculos executados internamente, contribui para estudantes e usuários desses serviços de processamento de dados GNSS para posicionamento. O propósito deste trabalho foi desenvolver um software, nomeado de MRefGeo, para realizar a mudança de referencial geodésico e atualização das coordenadas e validar os resultados de sua utilização. No MRefGeo, é possível escolher parâmetros disponibilizados pelo IBGE-PPP (Instituto Brasileiro de Geografia e Estatística - Posicionamento por Ponto Preciso) ou pelo IERS/IGN (International Earth rotation and Reference systems Service/ Institut National de l'Information Géographique et Forestière) para mudança de referencial e modelos de velocidade para o SIRGAS - VEMOS2009 e VEMOS2017. Os resultados obtidos com MRefGeo são concordantes, a nível do milímetro, com os fornecidos pela ferramenta on-line ETRF/ITRF coordinate transformation utilizados na validação das transformações e atualizações.Universidade Federal de Uberlândia2022-02-02info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/5546410.14393/rbcv74n1-55464Brazilian Journal of Cartography; Vol. 74 No. 1 (2022): January/March; 84-99Revista Brasileira de Cartografia; v. 74 n. 1 (2022): Janeiro/Março; 84-991808-09360560-4613reponame:Revista brasileira de cartografia - RBC (Online)instname:Universidade Federal de Uberlândia (UFU)instacron:UFUporhttps://seer.ufu.br/index.php/revistabrasileiracartografia/article/view/55464/33296Copyright (c) 2022 Taynara Nascimento de Oliveira, Alessandro Salles Carvalhohttps://creativecommons.org/licenses/by/3.0/info:eu-repo/semantics/openAccessOliveira, Taynara Nascimento deCarvalho, Alessandro SallesOliveira, Taynara Nascimento deCarvalho, Alessandro Salles2022-06-01T13:40:05Zoai:ojs.www.seer.ufu.br:article/55464Revistahttps://seer.ufu.br/index.php/revistabrasileiracartografia/indexPUBhttps://seer.ufu.br/index.php/revistabrasileiracartografia/oairevbrcartografia@gmail.com1808-09360560-4613opendoar:2022-06-01T13:40:05Revista brasileira de cartografia - RBC (Online) - Universidade Federal de Uberlândia (UFU)false
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