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contributor authorTomás Soler
contributor authorLarry D. Hothem
date accessioned2017-05-08T21:01:13Z
date available2017-05-08T21:01:13Z
date copyrightNovember 1989
date issued1989
identifier other%28asce%290733-9453%281989%29115%3A4%28414%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35625
description abstractModern geodetic space techniques, such as Very Long Baseline Interferometry (VLBI), Satellite Laser Ranging, (SLR), and Global Positioning Systems (GPS), can accurately determine the seven parameters of similarity transformations between different terrestrial (i.e., earth-centered and earth-fixed) frames. For the benefit of the surveying engineers utilizing portable satellite receivers (e.g., Doppler, GPS), this article compiles (adopting conventional notations) recently estimated values of the shifts, rotations, and scale relating the most frequently used (e.g., WGS-72, WGS-84) reference frames. The sign of these parameters are consistant with the standard matrix form of the similarity transformation equation, which for completeness is also included in the appendix. This should be kept in mind when they are compared to other tabulated values recently published in the geodetic literature.
publisherAmerican Society of Civil Engineers
titleImportant Parameters Used in Geodetic Transformations
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(1989)115:4(414)
treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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