Qualidade de coordenadas geodésicas em diferentes comprimentos de linha base
Main Author: | |
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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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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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1842255680109543424 |