Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering
A field check was implemented for calibrating surveying equipment. It was geo-referenced with a Total Station Theodolite and by implementing procedures concerning repeatability and reproducibility. We carried out GNSS (Global Navigation Satellite System) static positioning with double frequency equi...
- Autores:
-
Correa Muñoz, Nixon Alexander
Cerón-Calderón, Liliana Alejandra
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2018
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/67545
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/67545
http://bdigital.unal.edu.co/68574/
- Palabra clave:
- 62 Ingeniería y operaciones afines / Engineering
GNSS
Static
precision
accuracy
multipath
surveying networks
GNSS
estático
precisión
exactitud
efecto multitrayectoria
redes topográficas
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
| id |
UNACIONAL2_3d3afb4b5f273e8a671e63e904e01319 |
|---|---|
| oai_identifier_str |
oai:repositorio.unal.edu.co:unal/67545 |
| network_acronym_str |
UNACIONAL2 |
| network_name_str |
Universidad Nacional de Colombia |
| repository_id_str |
|
| dc.title.spa.fl_str_mv |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| title |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| spellingShingle |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering 62 Ingeniería y operaciones afines / Engineering GNSS Static precision accuracy multipath surveying networks GNSS estático precisión exactitud efecto multitrayectoria redes topográficas |
| title_short |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| title_full |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| title_fullStr |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| title_full_unstemmed |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| title_sort |
Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering |
| dc.creator.fl_str_mv |
Correa Muñoz, Nixon Alexander Cerón-Calderón, Liliana Alejandra |
| dc.contributor.author.spa.fl_str_mv |
Correa Muñoz, Nixon Alexander Cerón-Calderón, Liliana Alejandra |
| dc.subject.ddc.spa.fl_str_mv |
62 Ingeniería y operaciones afines / Engineering |
| topic |
62 Ingeniería y operaciones afines / Engineering GNSS Static precision accuracy multipath surveying networks GNSS estático precisión exactitud efecto multitrayectoria redes topográficas |
| dc.subject.proposal.spa.fl_str_mv |
GNSS Static precision accuracy multipath surveying networks GNSS estático precisión exactitud efecto multitrayectoria redes topográficas |
| description |
A field check was implemented for calibrating surveying equipment. It was geo-referenced with a Total Station Theodolite and by implementing procedures concerning repeatability and reproducibility. We carried out GNSS (Global Navigation Satellite System) static positioning with double frequency equipment, sensitizing occupation times, day times, uncorrected coordinates subjected to a differential correction procedure and type of coordinates obtained. This facilitated an evaluation of precision and accuracy for the GNSS positioning with the static method, which gave a global RMSE (root mean square error) of 1 cm for conditions with no multipath effect and 4 cm for field calibration points close to buildings. Additionally, optimal results for occupation times of 30 minutes were found, and the need to use planar Cartesian coordinates to ensure compatibility with the surveys using electronic measurement of distances, which allows the use of the static GNSS positioning for geo-referencing precise surveying networks, and can be used in different applications in Civil Engineering. |
| publishDate |
2018 |
| dc.date.issued.spa.fl_str_mv |
2018-01-01 |
| dc.date.accessioned.spa.fl_str_mv |
2019-07-03T04:30:33Z |
| dc.date.available.spa.fl_str_mv |
2019-07-03T04:30:33Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
| dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.content.spa.fl_str_mv |
Text |
| dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
| format |
http://purl.org/coar/resource_type/c_6501 |
| status_str |
publishedVersion |
| dc.identifier.issn.spa.fl_str_mv |
ISSN: 2248-8723 |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/67545 |
| dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/68574/ |
| identifier_str_mv |
ISSN: 2248-8723 |
| url |
https://repositorio.unal.edu.co/handle/unal/67545 http://bdigital.unal.edu.co/68574/ |
| dc.language.iso.spa.fl_str_mv |
spa |
| language |
spa |
| dc.relation.spa.fl_str_mv |
https://revistas.unal.edu.co/index.php/ingeinv/article/view/64543 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
| dc.relation.references.spa.fl_str_mv |
Correa Muñoz, Nixon Alexander and Cerón-Calderón, Liliana Alejandra (2018) Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering. Ingeniería e Investigación, 38 (1). pp. 52-59. ISSN 2248-8723 |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
| dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
| dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
| eu_rights_str_mv |
openAccess |
| dc.format.mimetype.spa.fl_str_mv |
application/pdf |
| dc.publisher.spa.fl_str_mv |
Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería |
| institution |
Universidad Nacional de Colombia |
| bitstream.url.fl_str_mv |
https://repositorio.unal.edu.co/bitstream/unal/67545/1/64543-380216-1-PB.pdf https://repositorio.unal.edu.co/bitstream/unal/67545/2/64543-380216-1-PB.pdf.jpg |
| bitstream.checksum.fl_str_mv |
529fb70d6b0410765d96cef16732a549 9bf2ae45c8d4973082ac0f6c4021460e |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 |
| repository.name.fl_str_mv |
Repositorio Institucional Universidad Nacional de Colombia |
| repository.mail.fl_str_mv |
repositorio_nal@unal.edu.co |
| _version_ |
1814090054747815936 |
| spelling |
Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Correa Muñoz, Nixon Alexandera4d571f7-1fee-4436-8ee0-a371c56e5dc0300Cerón-Calderón, Liliana Alejandra1887580e-7c62-49d5-a0c9-16bf45a58cdf3002019-07-03T04:30:33Z2019-07-03T04:30:33Z2018-01-01ISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67545http://bdigital.unal.edu.co/68574/A field check was implemented for calibrating surveying equipment. It was geo-referenced with a Total Station Theodolite and by implementing procedures concerning repeatability and reproducibility. We carried out GNSS (Global Navigation Satellite System) static positioning with double frequency equipment, sensitizing occupation times, day times, uncorrected coordinates subjected to a differential correction procedure and type of coordinates obtained. This facilitated an evaluation of precision and accuracy for the GNSS positioning with the static method, which gave a global RMSE (root mean square error) of 1 cm for conditions with no multipath effect and 4 cm for field calibration points close to buildings. Additionally, optimal results for occupation times of 30 minutes were found, and the need to use planar Cartesian coordinates to ensure compatibility with the surveys using electronic measurement of distances, which allows the use of the static GNSS positioning for geo-referencing precise surveying networks, and can be used in different applications in Civil Engineering.Se implementó un campo patrón de verificación de equipos topográficos. Este fue geo-referenciado con un instrumento de estación total y mediante procedimientos de repetibilidad y reproducibilidad. Se realizaron posicionamientos estáticos GNSS (por las siglas en inglés de Global Navigation Satellite System) con equipo doble-frecuencia, sensibilizando el tiempo de ocupación, la hora del día, las coordenadas sin corregir y sometidas al procedimiento de corrección diferencial y el tipo de coordenadas obtenidos. Lo anterior permitió una evaluación de la precisión y exactitud del posicionamiento GNSS con el método estático, encontrándose un error medio cuadrático global de 1 cm para condiciones sin efecto de multi-trayectoria y de 4 cm para los puntos del campo de verificación cercanos a edificios. Adicionalmente se encontraron resultados óptimos para tiempos de ocupación de 30 minutos y la necesidad de utilizar coordenadas planas cartesianas para garantizar la compatibilidad con los levantamientos utilizando la medición electrónica de distancias, lo cual permite utilizar el posicionamiento GNSS estático para georreferenciar redes topográficas de precisión y pueden ser usadas para diferentes aplicaciones en ingeniería civil.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ingenieríahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/64543Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónCorrea Muñoz, Nixon Alexander and Cerón-Calderón, Liliana Alejandra (2018) Precision and accuracy of the static GNSS system for surveying networks used in Civil Engineering. Ingeniería e Investigación, 38 (1). pp. 52-59. ISSN 2248-872362 Ingeniería y operaciones afines / EngineeringGNSSStaticprecisionaccuracymultipathsurveying networksGNSSestáticoprecisiónexactitudefecto multitrayectoriaredes topográficasPrecision and accuracy of the static GNSS system for surveying networks used in Civil EngineeringArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL64543-380216-1-PB.pdfapplication/pdf906870https://repositorio.unal.edu.co/bitstream/unal/67545/1/64543-380216-1-PB.pdf529fb70d6b0410765d96cef16732a549MD51THUMBNAIL64543-380216-1-PB.pdf.jpg64543-380216-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8771https://repositorio.unal.edu.co/bitstream/unal/67545/2/64543-380216-1-PB.pdf.jpg9bf2ae45c8d4973082ac0f6c4021460eMD52unal/67545oai:repositorio.unal.edu.co:unal/675452023-05-30 23:03:03.781Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |