Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base

Bibliographic Details
Main Author: Sanchotene, Evelyn Passos
Publication Date: 2018
Format: Bachelor thesis
Language: por
Source: Repositório Institucional da UNIPAMPA
Download full: https://repositorio.unipampa.edu.br/jspui/handle/riu/6831
Summary: RBMC is the most important active reference network in the country. Its stations continually collect the GNSS observables, being the same, the main link of connection with international networks and with the systems of reference adopted globally. Knowing that the State of São Paulo has the highest concentration of RBMC stations, a study was carried out to determine the geodetic coordinates of three RBMC stations from other RBMC stations. The stations used were (SPAR-99540, SPBR-99608, SPDR-99586, SPFE-99596, SPFR-99538, ILHA-96037, SPJA-99539, SPPI-99588, PPTE-93900, SJRP-96042, SJSP PPTE-93900, SPJA-99539 and SJSP-91537), the choice of these stations was due to the geographic distribution of each, because they State, which will generate baseline processing of lengths ranging from 70km to 800km covering a large portion of the state. The processing was performed in the GNSS Solutions software, for the data of July and August of 2018, two stations were processed at a time, always maintaining fixed one of the three stations to be determined and only occurring a variation between the other stations, this process it was repeated for the three seasons as well. The processing resulted in 26 coordinates for each of the three stations, 13 coordinates for the month of August and the other 13 for the month of July. The coordinates obtained were compared, with the official coordinates of the IBGE, in order to analyze the accuracy and precision as a function of the baseline length. Verifying with 95% significance that the accuracies within the longitude as well as the latitude are a linear function of the length of the baseline. However, the accuracy does not represent a function in relation to the length of the baseline due to the long occupation time of 24 hours.
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spelling Qualidade de coordenadas geodésicas em diferentes comprimentos de linha baseRBMCComprimentoLinha-basePrecisãoAcuráciaLengthBaselinePrecisionAccuracyCNPQ::ENGENHARIASRBMC is the most important active reference network in the country. Its stations continually collect the GNSS observables, being the same, the main link of connection with international networks and with the systems of reference adopted globally. Knowing that the State of São Paulo has the highest concentration of RBMC stations, a study was carried out to determine the geodetic coordinates of three RBMC stations from other RBMC stations. The stations used were (SPAR-99540, SPBR-99608, SPDR-99586, SPFE-99596, SPFR-99538, ILHA-96037, SPJA-99539, SPPI-99588, PPTE-93900, SJRP-96042, SJSP PPTE-93900, SPJA-99539 and SJSP-91537), the choice of these stations was due to the geographic distribution of each, because they State, which will generate baseline processing of lengths ranging from 70km to 800km covering a large portion of the state. The processing was performed in the GNSS Solutions software, for the data of July and August of 2018, two stations were processed at a time, always maintaining fixed one of the three stations to be determined and only occurring a variation between the other stations, this process it was repeated for the three seasons as well. The processing resulted in 26 coordinates for each of the three stations, 13 coordinates for the month of August and the other 13 for the month of July. The coordinates obtained were compared, with the official coordinates of the IBGE, in order to analyze the accuracy and precision as a function of the baseline length. Verifying with 95% significance that the accuracies within the longitude as well as the latitude are a linear function of the length of the baseline. However, the accuracy does not represent a function in relation to the length of the baseline due to the long occupation time of 24 hours.A RBMC é a rede de referência ativa mais importante do país. Suas estações coletam continuamente as observáveis GNSS, sendo a mesma, o principal elo de ligação com redes internacionais e com os sistemas de referência adotados globalmente. Sabendo que o Estado de São Paulo é o que tem maior concentração de estações RBMC, foi feito um estudo para determinar as coordenadas geodésicas de três estações RBMC a partir de outras estações RBMC. As estações utilizadas foram (SPAR-99540, SPBO-99537, SPBR-99608, SPDR-99586, SPFE-99596, SPFR-99538, ILHA-96037, SPJA-99539, SPPI-99588, PPTE-93900, SJRP-96042, SJSP-91537, POLI-93800, SPS1-99613), sendo determinada as coordenadas das estações PPTE-93900, SPJA-99539 e SJSP-91537 a escolha dessas estações foi devido à distribuição geográfica de cada uma, por estarem dispersas na extensão territorial do Estado, o que vai gerar processamentos de linha-base de comprimentos que variam de 70km a 800km abrangendo uma grande porção do estado. Os processamentos foram realizados no software GNSS Solutions, para os dados de julho e agosto de 2018, foram processadas duas estações por vez, mantendo-se sempre fixa uma das três estações a serem determinadas e apenas ocorrendo uma variação entre as outras estações, esse processo se repetiu igualmente para as três estações. Os processamentos resultaram em 26 coordenadas para cada uma das três estações, sendo 13 coordenadas para o mês de agosto e as outras 13 para o mês de julho. As coordenadas obtidas foram comparadas, com as coordenadas oficiais do IBGE, com o intuito de analisar a acurácia e a precisão em função do comprimento da linha base. Verificando com 95% significância que as precisões dentro da longitude quanto da latitude são uma função linear do comprimento da linha-base. Já a acurácia não representa uma função em relação ao comprimento da linha-base devido ao longo tempo de ocupação de 24 horas.Universidade Federal do PampaUNIPAMPABrasilCampus ItaquiOliveira, Marcelo Jorge dehttp://lattes.cnpq.br/0142593123723635Oliveira, Leydimere Janny Cotahttp://lattes.cnpq.br/8266603849990657Sanchotene, Evelyn Passos2022-03-04T18:31:09Z20222022-03-04T18:31:09Z2018-12-07info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesisapplication/pdfSANCHOTENE, Evelyn Passos. Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base. 2022. 43 f. Trabalho de Conclusão de Curso (Bacharelado em Engenharia Cartográfica e de Agrimensura) - Universidade Federal do Pampa, Itaqui, 2018.https://repositorio.unipampa.edu.br/jspui/handle/riu/6831porinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UNIPAMPAinstname:Universidade Federal do Pampa (UNIPAMPA)instacron:UNIPAMPA2022-03-04T18:31:09Zoai:repositorio.unipampa.edu.br:riu/6831Repositório InstitucionalPUBhttp://dspace.unipampa.edu.br:8080/oai/requestsisbi@unipampa.edu.bropendoar:2022-03-04T18:31:09Repositório Institucional da UNIPAMPA - Universidade Federal do Pampa (UNIPAMPA)false
dc.title.none.fl_str_mv Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
title Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
spellingShingle Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
Sanchotene, Evelyn Passos
RBMC
Comprimento
Linha-base
Precisão
Acurácia
Length
Baseline
Precision
Accuracy
CNPQ::ENGENHARIAS
title_short Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
title_full Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
title_fullStr Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
title_full_unstemmed Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
title_sort Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
author Sanchotene, Evelyn Passos
author_facet Sanchotene, Evelyn Passos
author_role author
dc.contributor.none.fl_str_mv Oliveira, Marcelo Jorge de
http://lattes.cnpq.br/0142593123723635
Oliveira, Leydimere Janny Cota
http://lattes.cnpq.br/8266603849990657
dc.contributor.author.fl_str_mv Sanchotene, Evelyn Passos
dc.subject.por.fl_str_mv RBMC
Comprimento
Linha-base
Precisão
Acurácia
Length
Baseline
Precision
Accuracy
CNPQ::ENGENHARIAS
topic RBMC
Comprimento
Linha-base
Precisão
Acurácia
Length
Baseline
Precision
Accuracy
CNPQ::ENGENHARIAS
description RBMC is the most important active reference network in the country. Its stations continually collect the GNSS observables, being the same, the main link of connection with international networks and with the systems of reference adopted globally. Knowing that the State of São Paulo has the highest concentration of RBMC stations, a study was carried out to determine the geodetic coordinates of three RBMC stations from other RBMC stations. The stations used were (SPAR-99540, SPBR-99608, SPDR-99586, SPFE-99596, SPFR-99538, ILHA-96037, SPJA-99539, SPPI-99588, PPTE-93900, SJRP-96042, SJSP PPTE-93900, SPJA-99539 and SJSP-91537), the choice of these stations was due to the geographic distribution of each, because they State, which will generate baseline processing of lengths ranging from 70km to 800km covering a large portion of the state. The processing was performed in the GNSS Solutions software, for the data of July and August of 2018, two stations were processed at a time, always maintaining fixed one of the three stations to be determined and only occurring a variation between the other stations, this process it was repeated for the three seasons as well. The processing resulted in 26 coordinates for each of the three stations, 13 coordinates for the month of August and the other 13 for the month of July. The coordinates obtained were compared, with the official coordinates of the IBGE, in order to analyze the accuracy and precision as a function of the baseline length. Verifying with 95% significance that the accuracies within the longitude as well as the latitude are a linear function of the length of the baseline. However, the accuracy does not represent a function in relation to the length of the baseline due to the long occupation time of 24 hours.
publishDate 2018
dc.date.none.fl_str_mv 2018-12-07
2022-03-04T18:31:09Z
2022
2022-03-04T18:31:09Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/bachelorThesis
format bachelorThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv SANCHOTENE, Evelyn Passos. Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base. 2022. 43 f. Trabalho de Conclusão de Curso (Bacharelado em Engenharia Cartográfica e de Agrimensura) - Universidade Federal do Pampa, Itaqui, 2018.
https://repositorio.unipampa.edu.br/jspui/handle/riu/6831
identifier_str_mv SANCHOTENE, Evelyn Passos. Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base. 2022. 43 f. Trabalho de Conclusão de Curso (Bacharelado em Engenharia Cartográfica e de Agrimensura) - Universidade Federal do Pampa, Itaqui, 2018.
url https://repositorio.unipampa.edu.br/jspui/handle/riu/6831
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal do Pampa
UNIPAMPA
Brasil
Campus Itaqui
publisher.none.fl_str_mv Universidade Federal do Pampa
UNIPAMPA
Brasil
Campus Itaqui
dc.source.none.fl_str_mv reponame:Repositório Institucional da UNIPAMPA
instname:Universidade Federal do Pampa (UNIPAMPA)
instacron:UNIPAMPA
instname_str Universidade Federal do Pampa (UNIPAMPA)
instacron_str UNIPAMPA
institution UNIPAMPA
reponame_str Repositório Institucional da UNIPAMPA
collection Repositório Institucional da UNIPAMPA
repository.name.fl_str_mv Repositório Institucional da UNIPAMPA - Universidade Federal do Pampa (UNIPAMPA)
repository.mail.fl_str_mv sisbi@unipampa.edu.br
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