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dc.contributor.authorKyle Snow
dc.contributor.authorBurkhard Schaffrin
dc.date.accessioned2017-05-08T21:01:47Z
dc.date.available2017-05-08T21:01:47Z
dc.date.copyrightAugust 2007
dc.date.issued2007
dc.identifier.other%28asce%290733-9453%282007%29133%3A3%28114%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/35993
dc.description.abstractGeodetic networks, when derived solely from observed GPS baseline vectors, have an inherent datum deficiency of dimension three due to the respective unknown translation parameters. Thus, estimated coordinates from a (weighted) least-squares adjustment will not be unique, although the adjusted baseline vectors are. Uniqueness, without affecting the adjustment as such, can be achieved by introducing a minimum number of constraints for the coordinates, or by applying an objective function on the set of least-squares solutions (LESS) that fulfill the so-called normal equations. In both alternatives, bias control for some (or all) coordinate estimates has so far been treated only as a secondary issue. Here it is shown that the recently introduced estimator of type BLIMPBE—although generally not a LESS—can indeed be expected to be superior to all other linear estimators that minimize the bias for certain coordinates. This performance is demonstrated in a GPS network that includes GPS receivers at several continuously operating reference stations.
dc.publisherAmerican Society of Civil Engineers
dc.titleGPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control
dc.typeJournal Paper
dc.journal.volume133
dc.journal.issue3
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2007)133:3(114)
dc.treeJournal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 003
dc.contenttypeFulltext


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