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Definition 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)
Titre : Definition and densification of the Puerto Rico vertical datum of 2002 Type de document : Article/Communication Auteurs : David R. Doyle, Auteur ; Dru A. Smith, Auteur Année de publication : 2012 Article en page(s) : pp 109 - 118 Note générale : bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] analyse diachronique
[Termes IGN] contrôle altimétrique
[Termes IGN] système de référence altimétrique
[Termes IGN] système de référence géodésique
[Termes IGN] système de référence localRésumé : (Auteur) The mission of the National Geodetic Survey (NGS) is to “define, maintain and provide access to the National Spatial Reference System to meet our nation's economic, social, and environmental needs.” One component of that mission is to provide accurate geodetic control, including a vertical datum, for all territories of the United States. The islands of the territory of Puerto Rico have had a mixed, patchwork series of geodetic control over the last century, when they have had any geodetic control at all. This has included the lack of a comprehensive vertical datum for the entire territory. In accordance with its mission, NGS underwent an effort beginning in 1993, which has culminated in the Puerto Rico Vertical Datum of 2002. This paper defines that datum and describes the work leading up to its definition. Numéro de notice : A2012-690 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=83717
in SaLIS Surveying and land information science > vol 72 n° 3 (September 2012) . - pp 109 - 118[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 121-2012031 RAB Revue Centre de documentation En réserve L003 Disponible 
Titre : ICESat altimetry data product verification at White Sands Space Harbor Type de document : Article/Communication Auteurs : L.A. Magruder, Auteur ; C.E. Webb, Auteur ; T.J. Urban, Auteur ; et al., Auteur Année de publication : 2007 Article en page(s) : pp 147 - 155 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Termes IGN] altimétrie satellitaire par radar
[Termes IGN] contrôle altimétrique
[Termes IGN] détection du signal
[Termes IGN] données altimétriques
[Termes IGN] données ICEsat
[Termes IGN] ICEsat
[Termes IGN] Nouveau-Mexique (Etats-Unis)
[Termes IGN] signal laser
[Vedettes matières IGN] AltimétrieRésumé : (Auteur) Three unique techniques have been developed to validate the Ice, Cloud, and Land Elevation Satellite (ICESat) mission altimetry data product and implemented at White Sands Space Harbor (WSSH) in New Mexico. One specific technique at WSSH utilizes zenith-pointed sensors to detect the laser on the surface and enable geolocation determination of the altimeter footprint that is independent of the data product generation. The system of detectors also registers the laser light time of arrival, which is related to the data product time tag. Several overflights of the WSSH have validated these time tags to less than 3+ 1 us. The ground-based detector system also verified the laser illuminated spot geolocation to 10.6 m (3.5 arcsec) + 4.5 m on one occasion, which is consistent with the requirement of 3.5 m (1ó). A third technique using corner cube retroreflector signatures in the altimeter echo waveforms was also shown to provide an assessment of the laser spot geolocation. Although the accuracy of this technique is not equal to the other methodologies, it does offer position determination for comparison to the spacecraft altimetry data product. In addition, elevation verifications were made using the comparison of the ICESat elevation products at WSSH to those acquired with an airborne light detection and ranging. The elevation comparisons show an agreement to within + 34 cm (+ 6.7 cm under best conditions) which indicate no significant errors associated with the pointing knowledge of the altimeter. Copyright IEEE Numéro de notice : A2007-077 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1109/TGRS.2006.885070 En ligne : https://doi.org/10.1109/TGRS.2006.885070 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=28442
in IEEE Transactions on geoscience and remote sensing > vol 45 n° 1 (January 2007) . - pp 147 - 155[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 065-07011 RAB Revue Centre de documentation En réserve L003 Disponible
Titre : Local geoid determination using global positioning systems Type de document : Article/Communication Auteurs : K. Jeyapalan, Auteur Année de publication : 2004 Article en page(s) : pp 65 - 75 Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Géodésie physique
[Termes IGN] altitude orthométrique
[Termes IGN] contrôle altimétrique
[Termes IGN] géoïde local
[Termes IGN] Iowa (Etats-Unis)
[Termes IGN] positionnement cinématique en temps réel
[Termes IGN] positionnement par GPS
[Termes IGN] prédictionRésumé : (Auteur) It is well established that elevations determined by global position systems are above reference ellipsoid heights and should be corrected for geoid undulation to determine the orthometric height or mean sea-level elevation. The paper describes research performed at Iowa State University in cooperation with Iowa Department of Transportation to determine the local geoid, N1 with + 2 cm accuracv for a countywide area, study its variation with time, and develop a method to predict the future local geoid with + 2 cm accuracy. This paper describes the data collection method, provides the results of three observations at six-month intervals for studying the variation of N with time; explains a method developed for predicting N1 and determining agreement with a fourth observation; and describes a procedure for establishing elevation control by global positioning systems for leveling and for establishing control in a real-time kinematic global positioning systems project. Numéro de notice : A2004-240 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=26767
in Surveying and land information science > vol 64 n° 1 (01/03/2004) . - pp 65 - 75[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 121-04011 SL Revue Centre de documentation Revues en salle Disponible
