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    GPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control

    Source: Journal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Kyle Snow
    ,
    Burkhard Schaffrin
    DOI: 10.1061/(ASCE)0733-9453(2007)133:3(114)
    Publisher: American Society of Civil Engineers
    Abstract: Geodetic 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.
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      GPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35993
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    contributor authorKyle Snow
    contributor authorBurkhard Schaffrin
    date accessioned2017-05-08T21:01:47Z
    date available2017-05-08T21:01:47Z
    date copyrightAugust 2007
    date issued2007
    identifier other%28asce%290733-9453%282007%29133%3A3%28114%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35993
    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.
    publisherAmerican Society of Civil Engineers
    titleGPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2007)133:3(114)
    treeJournal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian