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dc.contributor.author | Capilla Romá, Raquel | es_ES |
dc.contributor.author | Berné Valero, José Luis | es_ES |
dc.contributor.author | Martín Furones, Ángel Esteban | es_ES |
dc.contributor.author | Rodrigo Alemany, Raül | es_ES |
dc.date.accessioned | 2017-05-05T11:09:23Z | |
dc.date.available | 2017-05-05T11:09:23Z | |
dc.date.issued | 2016 | |
dc.identifier.issn | 1947-5705 | |
dc.identifier.uri | http://hdl.handle.net/10251/80669 | |
dc.description.abstract | [EN] The precise point positioning (PPP) is a Global Navigation Satellite System (GNSS) computation technique that performs precise positioning using a single receiver. This is the main advantage over the traditional differential positioning for geodesy and geomatics which requires, at least, two receivers to get a precise position or a single receiver connected to a network of reference stations. The main goal of this work was to study the real-time PPP technique for deformation and landslides monitoring. A custom designed device was used for the simulation of landslides, and several test campaigns were performed at field. A control unit was designed based on open-source software and Python libraries implemented in this research. The conclusion of the study shows that realtime PPP allows solutions for deformation monitoring with mean offsets of 2 cm in north, east and up components, and standard deviations of 2 cm. It demonstrates the reliability of real-time PPP monitoring systems to detect deformations up to 5 cm of magnitude when the double constellation (GPSCGLONASS) was used. Finally, an improvement in the results with the recovery of fixed ambiguities in the PPP algorithms is outlined. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Taylor & Francis: STM, Behavioural Science and Public Health Titles | es_ES |
dc.relation.ispartof | Geomatics, Natural Hazards and Risk | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Global Navigation Satellite Systems | es_ES |
dc.subject | Real-time | es_ES |
dc.subject | Precise point positioning | es_ES |
dc.subject | Landslides | es_ES |
dc.subject | Deformations | es_ES |
dc.subject.classification | INGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIA | es_ES |
dc.title | Simulation case study of deformations and landslides using real-time GNSS precise point positioning technique | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1080/19475705.2015.1137243 | |
dc.rights.accessRights | Cerrado | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingeniería Geodésica, Cartográfica y Topográfica - Escola Tècnica Superior d'Enginyeria Geodèsica, Cartogràfica i Topogràfica | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto Cartográfico Valenciano - Institut Cartogràfic Valencià | es_ES |
dc.description.bibliographicCitation | Capilla Roma, R.; Berné Valero, JL.; Martín Furones, ÁE.; Rodrigo Alemany, R. (2016). Simulation case study of deformations and landslides using real-time GNSS precise point positioning technique. Geomatics, Natural Hazards and Risk. 7(6):1856-1873. doi:10.1080/19475705.2015.1137243 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1080/19475705.2015.1137243 | es_ES |
dc.description.upvformatpinicio | 1856 | es_ES |
dc.description.upvformatpfin | 1873 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 7 | es_ES |
dc.description.issue | 6 | es_ES |
dc.relation.senia | 322195 | es_ES |
dc.identifier.eissn | 1947-5713 |