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Application of the undifferenced GNSS precise positioning in determining coordinates in national reference frames / Grzegorz Krzan in Artificial satellites, vol 52 n° 3 (September 2017)
[article]
Titre : Application of the undifferenced GNSS precise positioning in determining coordinates in national reference frames Type de document : Article/Communication Auteurs : Grzegorz Krzan, Auteur ; Katarzyna Stępniak, Auteur Année de publication : 2017 Article en page(s) : pp 49 - 69 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Navigation et positionnement
[Termes IGN] coordonnées géodésiques
[Termes IGN] Napeos
[Termes IGN] positionnement par GNSS
[Termes IGN] positionnement ponctuel précis
[Termes IGN] précision centimétrique
[Termes IGN] récepteur bifréquence
[Termes IGN] récepteur GPS
[Termes IGN] réseau permanent EUREF
[Termes IGN] système de référence géodésique
[Termes IGN] système de référence localRésumé : (Auteur) In high-accuracy positioning using GNSS, the most common solution is still relative positioning using double-difference observations of dual-frequency measurements. An increasingly popular alternative to relative positioning are undifferenced approaches, which are designed to make full use of modern satellite systems and signals. Positions referenced to global International Terrestrial Reference Frame (ITRF2008) obtained from Precise Point Positioning (PPP) or Undifferenced (UD) network solutions have to be transformed to national (regional) reference frame, which introduces additional bases related to the transformation process. In this paper, satellite observations from two test networks using different observation time series were processed. The first test concerns the positioning accuracy from processing one year of dual-frequency GPS observations from 14 EUREF Permanent Network (EPN) stations using NAPEOS 3.3.1 software. The results were transformed into a national reference frame (PL-ETRF2000) and compared to positions from an EPN cumulative solution, which was adopted as the true coordinates. Daily observations were processed using PPP and UD multi-station solutions to determine the final accuracy resulting from satellite positioning, the transformation to national coordinate systems and Eurasian intraplate plate velocities. The second numerical test involved similar processing strategies of post-processing carried out using different observation time series (30 min., 1 hour, 2 hours, daily) and different classes of GNSS receivers. The centimeter accuracy of results presented in the national coordinate system satisfies the requirements of many surveying and engineering applications. Numéro de notice : A2017-594 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : 10.1515/arsa-2017-0006 En ligne : https://doi.org/10.1515/arsa-2017-0006 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=86802
in Artificial satellites > vol 52 n° 3 (September 2017) . - pp 49 - 69[article]Estimating benefits to Canada and the world : the canadian spatial reference system precise point positioning service / Calvin Klatt in Geomatica, vol 71 n° 1 (March 2017)
[article]
Titre : Estimating benefits to Canada and the world : the canadian spatial reference system precise point positioning service Type de document : Article/Communication Auteurs : Calvin Klatt, Auteur ; Peter Johnson, Auteur Année de publication : 2017 Article en page(s) : pp 37 - 44 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] Canada
[Termes IGN] positionnement ponctuel précis
[Termes IGN] système de référence géodésique
[Termes IGN] système de référence localRésumé : (Auteur)Natural Resources Canada (NRCan) provides a service known as Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP) that delivers improved positioning using Global Navigation Satellite Systems (GNSS). Numéro de notice : A2017-581 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : 10.5623/cig2017-104 En ligne : https://doi.org/10.5623/cig2017-104 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=86723
in Geomatica > vol 71 n° 1 (March 2017) . - pp 37 - 44[article]Transformation of distorted geodetic networks to new coordinate reference systems : a case study for ED50-ITRFXX transformation in Turkey / Metin Soycan in Geodetski vestnik, vol 61 n° 1 (March - May 2017)
[article]
Titre : Transformation of distorted geodetic networks to new coordinate reference systems : a case study for ED50-ITRFXX transformation in Turkey Type de document : Article/Communication Auteurs : Metin Soycan, Auteur ; Arzu Soycan, Auteur ; Nursu Tunalıoğlu, Auteur Année de publication : 2017 Article en page(s) : pp 58 - 75 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] European Datum 1950
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] réseau géodésique local
[Termes IGN] transformation de coordonnées
[Termes IGN] transformation polynomiale
[Termes IGN] TurquieRésumé : (Auteur) The transformations between ITRFXX (international Terrestrial reference Frame) established for local and regional geodetic networks and ED50 (European Datum 1950) are routinely implemented in practice via several transformation models. in some specific cases, these models, which are widely used in practice, may be insufficient to solve the transformation problem, and thus this causes a significant loss of accuracy for the transformed points coordinates. in this study, firstly the polynomial transformations with general equations (GP) and complex numbers (CNP) were examined as alternative to well-known transformation models for modelling the distortions. in addition, transformation models based on radial basis functions (RBFs), a modern method for estimating multivariable functions, have been examined. The transformation problem has been addressed in two numerical case studies, with real data located in different regions of Turkey. Numéro de notice : A2017-288 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : 10.15292/geodetski-vestnik.2017.01.58-75 En ligne : http://dx.doi.org/10.15292/geodetski-vestnik.2017.01.58-75 Format de la ressource électronique : URL Article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=85323
in Geodetski vestnik > vol 61 n° 1 (March - May 2017) . - pp 58 - 75[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 139-2017011 RAB Revue Centre de documentation En réserve L003 Disponible Relationship and transformation between the International and the European Terrestrial Reference Systems / Zuheir Altamimi (2017)
Titre : Relationship and transformation between the International and the European Terrestrial Reference Systems Type de document : Rapport Auteurs : Zuheir Altamimi , Auteur Editeur : [s.l.] : [s.n.] Année de publication : 2017 Collection : EUREF Technical Notes num. 1 Importance : 12 p. Format : 30 x 21 cm Note générale : bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] European Terrestrial Reference Frame
[Termes IGN] European Terrestrial Reference System 1989
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] International Terrestrial Reference SystemRésumé : (auteur) [introduction] The European Terrestrial Reference System 89 (ETRS89) was adopted in 1990 in Firenze,Italy, following the EUREF Resolution 1 that states: "The IAG Subcommision for the Euro-pean Reference Frame recommends that the system to be adopted by EUREF will be coinci-dent with the ITRS at the epoch 1989.0 and fixed to the stable part of the Eurasian Plate andwill be known as European Terrestrial Reference System 89 (ETRS89)".Following this resolution, a detailed description of ETRS89 and its relationship with theInternational Terrestrial Reference System (ITRS), including transformation formula werepublished in Boucher and Altamimi (1992).The purpose of this Technical Note is to (1) recall the mathematical relationship link-ing ETRS89 to the ITRS, (2) provide the users with all the necessary information allowingto transform station positions and velocities from any ITRSrealization to any ETRS89 re-alization, designated hereafter by ITRFyyand ETRFyy, respectively, and (3) recommend aprocedure to follow when realizing the ETRS89 at the national or regional level using GNSSdata and the International GNSS Service (IGS) products. This Technical Note summarizesand replaces the old memo of Boucher and Altamimi that was first published in September20, 1993 and last updated in May 18, 2011. Numéro de notice : 17570 Affiliation des auteurs : LASTIG LAREG (2012-mi2018) Thématique : POSITIONNEMENT Nature : Rapport d'étude technique nature-HAL : RappRech DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=91959 Documents numériques
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Relationship and transformation ... - pdf auteurAdobe Acrobat PDF Recovery of cadastral boundaries with GNSS equipment / A. Cina in Survey review, vol 48 n° 350 (September 2016)
[article]
Titre : Recovery of cadastral boundaries with GNSS equipment Type de document : Article/Communication Auteurs : A. Cina, Auteur ; A. M. Manzino, Auteur ; G. Manzino, Auteur Année de publication : 2016 Article en page(s) : pp 338 - 346 Note générale : bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Cadastre étranger
[Termes IGN] appariement de données localisées
[Termes IGN] cadastre ancien
[Termes IGN] cadastre numérique
[Termes IGN] ellipsoïde de Bessel
[Termes IGN] Italie
[Termes IGN] limite cadastrale
[Termes IGN] numérisation du cadastre
[Termes IGN] positionnement par GNSS
[Termes IGN] projection
[Termes IGN] système de référence localRésumé : (auteur) The purpose of this work is to propose a new redefinition of cadastral boundaries using GNSS equipment and cadastral maps. These maps are the ‘original’ maps of the Italian Land Cadastre, the first cartographic support built directly from measures carried out by technicians during implantation of the Italian land cadastre. They are called ‘originali di impianto’ – ‘originals of implantation’ or ‘implant maps’. As such, these maps are valuable and are kept with great care. Recently, the Italian cadastre has carried out an accurate digitisation of these maps in a raster format at a high resolution. In this work, the authors propose the use of these digital maps for the recovery of cadastral boundary. The original cadastral map, one of the primary sources relied upon in defining legal boundaries, generally uses the Bessel ellipsoid localised in Genova and the Cassini-Soldner projection; the GNSS equipment, on the other hand, uses the geocentric ellipsoid with global or continental realisations. After an RTK positioning, the receivers usually provide the cartographic coordinates in a Gauss projection. However, our study deals with the problem of using different projections and reference systems within the limits of a map. In this context, the transition between systems and projections can be made through a conformal transformation with deformations slighter than graphical errors in the map. The difficulty of finding identifiable points in both reference systems is partially solved through a new way of carrying out the redefinition of boundaries by exploiting geometric information. Numéro de notice : A2016-641 Affiliation des auteurs : non IGN Thématique : GEOMATIQUE/POSITIONNEMENT Nature : Article DOI : 10.1179/1752270615Y.0000000007 En ligne : https://doi.org/10.1179/1752270615Y.0000000007 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=81846
in Survey review > vol 48 n° 350 (September 2016) . - pp 338 - 346[article]Technical considerations for modernizing Nova Scotia’s Coordinate Referencing System / Jason Bond in Geomatica, vol 70 n° 2 (June 2016)PermalinkTransformation des coordonnées relevées sur la carte topographique ancienne en coordonnées géodésiques RGC11 au Cameroun / Joseph Kamguia in XYZ, n° 147 (juin - août 2016)PermalinkThe Canadian Geodetic Vertical Datum of 2013 (CGVD2013) / Marc Véronneau in Geomatica, vol 70 n° 1 (March 2016)PermalinkEléments de géodésie et de la théorie des moindres carrés / Abdelmajid Ben Hadj Salem (février 2016)PermalinkPermalinkAn overview of scientific and professional projects in the field of basic geodetic works at the territory of Republic of Croatia in period from 1991–2009 / Marko Pavasović in Geodetski vestnik, vol 59 n° 4 (December 2015 - February 2016)PermalinkModernization of the Nova Scotia coordinate referencing system through active control technology / Jason Bond in Geomatica, vol 69 n° 4 (December 2015)PermalinkReference frames and reference networks / Jaroslaw Bosy in Geodesy and cartography, vol 64 n° 2 (December 2015)PermalinkEstablishment of new Oman National Geodetic Datum ONGD14 / Y. Al-Toobi in Survey review, vol 47 n° 345 (November 2015)PermalinkThe reference frame In practice / Rob Sarib in GEO: Geoconnexion international, vol 14 n° 5 (May 2015)PermalinkPermalinkStereo-imaging network design for precise and dense 3D reconstruction / Ali Hosseininaveh Ahmadabadian in Photogrammetric record, vol 29 n° 147 (September - November 2014)PermalinkPermalinkDirect georeferencing of airborne LiDAR data in national coordinates / Yongjun Zhang in ISPRS Journal of photogrammetry and remote sensing, vol 84 (October 2013)PermalinkReference frames for applications in geosciences, Proceedings of IAG Symposium REFAG 2010 / Zuheir Altamimi (2013)PermalinkPermalinkLe repère international de référence terrestre (ITRF) : état actuel et perspectives / Zuheir Altamimi in XYZ, n° 133 (décembre 2012 - février 2013)PermalinkDefinition and densification of the Puerto Rico vertical datum of 2002 / David R. Doyle in SaLIS Surveying and land information science, vol 72 n° 3 (September 2012)PermalinkUnique national geodetic network in Cameroon / C. Michel in GIM international, vol 26 n° 5 (May 2012)PermalinkRetracing the past: recovering 19th century benchmarks to measure shoreline change along the outer shore of Cape Cod, Massachusetts / S. Mague in Cartography and Geographic Information Science, vol 39 n° 1 (January 2012)Permalink