Download Advances in Positioning and Reference Frames: IAG Scientific by James A. Slater, Stephen Malys (auth.), Professor Dr. Fritz PDF

By James A. Slater, Stephen Malys (auth.), Professor Dr. Fritz K. Brunner (eds.)

ISBN-10: 3642084257

ISBN-13: 9783642084256

ISBN-10: 3662037149

ISBN-13: 9783662037140

This quantity relies on a global symposium held in Rio de Janeiro. It provides a development record on geodetic positioning with GPS. the upkeep and the densification of reference frames are handled for the aim of building worldwide and local GPS networks. The medical achievements of the South American Geocentric Reference approach undertaking (SIRGAS) are defined. numerous contributions overview the cutting-edge of GPS research innovations, ambiguity solution equipment, in addition to GPS antenna and location difficulties. Novel functions of kinematic GPS positioning and qc problems with real-time GPS positioning are mentioned.

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Extra resources for Advances in Positioning and Reference Frames: IAG Scientific Assembly Rio de Janeiro, Brazil, September 3–9, 1997

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Gurtner and A. Muls (1996), "The EUREF Permanent GPS network", Report on the Symposium of the lAG Subcommission for Europe (EUREF) held in Ankara 22-25 May 1996, Veroffentlichungen der Bayerischen Kommission fiir die Internationale Erdmessung, Vol 57 Bruyninx C. html) Bruyninx C. (1997a), "The EUREF Permanent GPS Network: Activities May '96 - May '97 and Future Plans", Report on the Symposium of the lAG Subcommission for the European Reference Frame (EUREF) held in Sofia 3-7 1997, Veroffentlichungen der Bayerischen Kommission fiir die Internationale Erdmessung, (in press) Gurtner W.

163 -169, 1996. , STEINBERG, 1. (1993): Zur Entwicklung der Hohennetze auf dem Territorium der neuen BundesHinder. Allgemeine Vermessungsnachrichten, Karlsruhe, 100, pp. 295309, 1993. NIEMEIER, W. (1987): Observation Techniques for Height Detemination and their Relation to usual Height Systems. In: Pelzer, H. and Niemeier, W. ): Determination of Heights and Height Changes, pp. 85 - 108, Dfunmler Verlag, Bonn, 1987. REMMER, O. (1987): The United European Levelling Network - Present State and Future Plans -.

It should be noted that in this paper, accuracy is defined as the difference between the assumed true value of the position of a station (ITRF93 values) and the estimated one. This is expressed by the root mean square (RMS) coordinate differences. For the purpose of this paper, precision is defined by the session to session coordinate repeatability, namely the RMS of the coordinate differences from each session solution from the weighted mean coordinates of all the session solutions. The daily Earth Rotation Parameters obtained in the tests have also been compared with the corresponding estimates made by four IGS Analysis Centres, over the same 5 day period.

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