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Auteur Detlef Angermann |
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Consistent realization of celestial and terrestrial reference frames / Younghee Kwak in Journal of geodesy, vol 92 n° 9 (September 2018)
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Titre : Consistent realization of celestial and terrestrial reference frames Type de document : Article/Communication Auteurs : Younghee Kwak, Auteur ; Mathis Blossfeld, Auteur ; Ralf Schmid, Auteur ; Detlef Angermann, Auteur ; Michael Gerstl, Auteur ; Manuela Seitz, Auteur Année de publication : 2018 Article en page(s) : pp 1047 - 1061 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] cohérence des données
[Termes IGN] erreur systématique inter-systèmes
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] paramètres d'orientation de la Terre
[Termes IGN] point de liaison (géodésie)
[Termes IGN] système de référence célesteRésumé : (Auteur) The Celestial Reference System (CRS) is currently realized only by Very Long Baseline Interferometry (VLBI) because it is the space geodetic technique that enables observations in that frame. In contrast, the Terrestrial Reference System (TRS) is realized by means of the combination of four space geodetic techniques: Global Navigation Satellite System (GNSS), VLBI, Satellite Laser Ranging (SLR), and Doppler Orbitography and Radiopositioning Integrated by Satellite. The Earth orientation parameters (EOP) are the link between the two types of systems, CRS and TRS. The EOP series of the International Earth Rotation and Reference Systems Service were combined of specifically selected series from various analysis centers. Other EOP series were generated by a simultaneous estimation together with the TRF while the CRF was fixed. Those computation approaches entail inherent inconsistencies between TRF, EOP, and CRF, also because the input data sets are different. A combined normal equation (NEQ) system, which consists of all the parameters, i.e., TRF, EOP, and CRF, would overcome such an inconsistency. In this paper, we simultaneously estimate TRF, EOP, and CRF from an inter-technique combined NEQ using the latest GNSS, VLBI, and SLR data (2005–2015). The results show that the selection of local ties is most critical to the TRF. The combination of pole coordinates is beneficial for the CRF, whereas the combination of ΔUT1 results in clear rotations of the estimated CRF. However, the standard deviations of the EOP and the CRF improve by the inter-technique combination which indicates the benefits of a common estimation of all parameters. It became evident that the common determination of TRF, EOP, and CRF systematically influences future ICRF computations at the level of several μas. Moreover, the CRF is influenced by up to 50 μas if the station coordinates and EOP are dominated by the satellite techniques. Numéro de notice : A2018-458 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1007/s00190-018-1130-6 Date de publication en ligne : 12/03/2018 En ligne : https://doi.org/10.1007/s00190-018-1130-6 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=91055
in Journal of geodesy > vol 92 n° 9 (September 2018) . - pp 1047 - 1061[article]The 2008 DGFI realization of the ITRS: DTRF2008 / Manuela Seitz in Journal of geodesy, vol 86 n° 12 (December 2012)
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Titre : The 2008 DGFI realization of the ITRS: DTRF2008 Type de document : Article/Communication Auteurs : Manuela Seitz, Auteur ; Detlef Angermann, Auteur ; et al., Auteur Année de publication : 2012 Article en page(s) : pp 1097 - 1123 Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] Institut national de l'information géographique et forestière (France)
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] International Terrestrial Reference System
[Termes IGN] station permanente
[Termes IGN] système de positionnement par satellitesRésumé : (Auteur) A new realization of the International Terrestrial System was computed at the ITRS Combination Centre at DGFI as a contribution to ITRF2008. The solution is labelled DTRF2008. In the same way as in the DGFI computation for ITRF2005 it is based on either normal equation systems or estimated parameters derived from VLBI, SLR, GPS and DORIS observations by weekly or session-wise processing. The parameter space of the ITRS realization comprises station positions and velocities and daily resolved Earth Orientation Parameters (EOP), whereby for the first time also nutation parameters are included. The advantage of starting from time series of input data is that the temporal behaviour of geophysical parameters can be investigated to decide whether the parameters can contribute to the datum realization of the ITRF. In the same way, a standardized analysis of station position time series can be performed to detect and remove discontinuities. The advantage of including EOP in the ITRS realization is twofold: (1) the combination of the coordinates of the terrestrial pole—estimated from all contributing techniques—links the technique networks in two components of the orientation, leading to an improvement of consistency of the Terrestrial Reference Frame (TRF) and (2) in their capacity as parameters common to all techniques, the terrestrial pole coordinates enhance the selection of local ties as they provide a measure for the consistency of the combined frame. The computation strategy of DGFI is based on the combination of normal equation systems while at the ITRS Combination Centre at IGN solutions are combined. The two independent ITRS realizations provide the possibility to assess the accuracy of ITRF by comparison of the two frames. The accuracy evaluation was done separately for the datum parameters (origin, orientation and scale) and the network geometry. The accuracy of the datum parameters, assessed from the comparison of DTRF2008 and ITRF2008, is between 2–5 mm and 0.1–0.8 mm/year depending on the technique. The network geometry (station positions and velocities) agrees within 3.2 mm and 1.0 mm/year. A comparison of DTRF2008 and ITRF2005 provides similar results for the datum parameters, but there are larger differences for the network geometry. The internal accuracy of DTRF2008—that means the level of conservation of datum information and network geometry within the combination—was derived from comparisons with the technique-only multi-year solutions. From this an internal accuracy of 0.32 mm for the VLBI up to 3.3 mm for the DORIS part of the network is found. The internal accuracy of velocities ranges from 0.05 mm/year for VLBI to 0.83 mm/year for DORIS. The internal consistency of DTRF2008 for orientation can be derived from the analysis of the terrestrial pole coordinates. It is estimated at 1.5–2.5 mm for the GPS, VLBI and SLR parts of the network. The consistency of these three and the DORIS network part is within 6.5 mm. Numéro de notice : A2012-650 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1007/s00190-012-0567-2 Date de publication en ligne : 04/05/2012 En ligne : https://doi.org/10.1007/s00190-012-0567-2 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=32096
in Journal of geodesy > vol 86 n° 12 (December 2012) . - pp 1097 - 1123[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 266-2012121 RAB Revue Centre de documentation En réserve L003 Disponible Analysis of the DORIS contributions to ITRF2008 / Detlef Angermann in Advances in space research, vol 46 n° 12 (15/12/2010)
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Titre : Analysis of the DORIS contributions to ITRF2008 Type de document : Article/Communication Auteurs : Detlef Angermann, Auteur ; Manuela Seitz, Auteur ; Hermann Drewes, Auteur Année de publication : 2010 Article en page(s) : pp 1633 - 1647 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] données DORIS
[Termes IGN] International DORIS Service
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] positionnement par DORIS
[Termes IGN] série temporelle
[Termes IGN] station DORISRésumé : (Auteur) In its function as an ITRS Combination Centre, DGFI is in charge with the computation of an ITRF2008 solution. The computation methodology of DGFI is based on the combination of datum-free normal equations (weekly or session data sets, respectively) of station positions and Earth orientation parameters (EOP) from the geodetic space techniques DORIS, GPS, SLR and VLBI. In this paper we focus on the DORIS part within the ITRF2008 computations. We present results obtained from the analysis of the DORIS time series for station positions, network translation and scale parameters, as well as for the terrestrial pole coordinates. The submissions to ITRF2008 benefit from improved analysis strategies of the seven contributing IDS analysis centres and from a combination of the weekly solutions of station positions and polar motion. The results show an improvement by a factor of two compared to past DORIS data submitted to ITRF2005, which has been evaluated by investigating the repeatabilities of position time series. The DORIS position time series were analysed w.r.t. discontinuities and other non-linear effects such as seasonal variations. About 40 discontinuities have been identified which have been compared with the results of an earlier study. Within the inter-technique combination we focus on the DORIS contribution to the integration of the different space geodetic observations and on a comparison of the geodetic local ties with the space geodetic solutions. Results are given for the 41 co-location sites between DORIS and GPS. Numéro de notice : A2010-567 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.asr.2010.07.018 En ligne : https://doi.org/10.1016/j.asr.2010.07.018 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=30759
in Advances in space research > vol 46 n° 12 (15/12/2010) . - pp 1633 - 1647[article]
Titre : ITRS combination center at DGFI : a terrestrial reference frame realization 2003 Type de document : Monographie Auteurs : Detlef Angermann, Auteur ; Hermann Drewes, Auteur ; Manuela Krügel, Auteur ; Barbara Meisel, Auteur ; Michael Gerstl, Auteur ; et al., Auteur Editeur : Munich : Bayerische Akademie der Wissenschaften Année de publication : 2004 Collection : DGK - B Sous-collection : Angewandte Geodäsie num. 313 Importance : 141 p. Format : 21 x 30 cm ISBN/ISSN/EAN : 978-3-7696-8593-0 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Systèmes de référence et réseaux
[Termes IGN] analyse comparative
[Termes IGN] Global Geodetic Observing System
[Termes IGN] International Terrestrial Reference Frame
[Termes IGN] positionnement par DORIS
[Termes IGN] positionnement par GPS
[Termes IGN] positionnement par ITGB
[Termes IGN] positionnement par télémétrie laser sur satellite
[Termes IGN] repère de référenceIndex. décimale : 30.10 Systèmes de référence et réseaux géodésiques Note de contenu : 1. Introduction and motivation
2. ITRS Combination Center at DGFI
3. Mathematical foundation
4. Input data for the TRF realization 2003
5. Intra-technique combination
6. Inter-technique combination
7. Current TRF accuracy
8. TRF computations : status, deficiencies and recommendations
9. Conclusions and outlookNuméro de notice : 13254 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Monographie En ligne : https://dgk.badw.de/fileadmin/user_upload/Files/DGK/docs/b-313.pdf Format de la ressource électronique : URL Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=54938 Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 13254-01 DEP-RECG Livre Marne-la-Vallée Dépôt en unité Exclu du prêt Zur Datumsfestlegung und Short-Arc Bahnverbesserung bei der Auswertung von GPS-Beobachtungen / Detlef Angermann (1991)
Titre : Zur Datumsfestlegung und Short-Arc Bahnverbesserung bei der Auswertung von GPS-Beobachtungen Titre original : [Détermination de datum et amélioration d'orbite à arc-court par l'utilisation des observations GPS] Type de document : Thèse/HDR Auteurs : Detlef Angermann, Auteur Editeur : Munich : Bayerische Akademie der Wissenschaften Année de publication : 1991 Collection : DGK - C Sous-collection : Dissertationen num. 388 Importance : 117 p. Format : 21 x 30 cm ISBN/ISSN/EAN : 978-3-7696-9434-5 Note générale : Bibliographie Langues : Allemand (ger) Descripteur : [Vedettes matières IGN] Géodésie spatiale
[Termes IGN] ambiguïté entière
[Termes IGN] coordonnées GPS
[Termes IGN] correction géométrique
[Termes IGN] données GPS
[Termes IGN] mesurage de phase
[Termes IGN] orbitographie
[Termes IGN] positionnement par GNSS
[Termes IGN] résolution d'ambiguïtéIndex. décimale : 30.61 Systèmes de Positionnement par Satellites du GNSS Résumé : (Auteur) This dissertation deals with a detailed investigation of stability problems using short-arc methods for the evaluation of GPS phase data. The sensitivity analysis for the determination of orbit corrections is performed by means of redundancy decomposition of stochastic a priori information.
With regard to the modelling of the GPS phase observations investigations of the datum definition in the satellite geodesy are carried out. A meaningful result of this investigations is that the z-component of the geocentre is defined only by the orbit disturbations mainly caused by the flattening of the Earth whereas the x- and y-component of the geocentre are defined additionally by the Earth rotation. Therefore the determination of the z-component is especially dependent on the satellite height. With GPS satellites the x- and y-component of the origin is determined three orders better than the z-component.
Starting with the observation equations for the GPS phase measurements a method for a more reliable estimation of the integer ambiguities is presented. The method based on the use of ambiguity-matrizes and a reduction of the rest-ambiguities (differences to the integer values). Furthermore a spectral representation for range or range rate measurements to satellites is performed. This method is favourable for a model analysis and the interpretation of the adjustment results.
The stability analysis for the determination of short-arc orbit corrections is performed with simulated GPS phase data and real observations in a GPS network of Berlin. In this context, different factors of influence are discussed : - size of the network - definition of the reference frame - period of the observation session - number of observation days - free / fixed ambiguities.
Regarding the determination of coordinates from GPS phase data at stations forming a network the definition of the datum is analysed. Concerning the stability of the short-arc orbit corrections and the estimation of integer ambiguities the well-known two different concepts are considered : 1- free network based on conditions defining a datum ; 2- observations at stations with known coordinates (fiducial point concept).
The fiducial point concept will give the most stable results. On the other hand errors in the coordinates of the fiducial points lead to constraints and to systematic errors in the adjustment results. Therefore it will be recommended to use a priori information for the coordinates of the fiducial points and to check the quality by means of reliability criteria.Numéro de notice : 60654 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Thèse étrangère Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=60782 Exemplaires(2)
Code-barres Cote Support Localisation Section Disponibilité 60654-01 30.61 Livre Centre de documentation Géodésie Disponible 60654-02 30.61 Livre Centre de documentation Géodésie Disponible