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contributor authorTae-Suk Bae
contributor authorJong-Ki Lee
contributor authorJay Hyoun Kwon
date accessioned2017-05-08T22:01:17Z
date available2017-05-08T22:01:17Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29su%2E1943-5428%2E0000089.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68922
description abstractAlthough the demand for high accuracy kinematic positioning using multiple base stations has increased over the last several years, most commercial GPS processing software still only provides single-baseline solutions. Thus, methods were investigated to improve the accuracy of kinematic positioning by using network configuration on the basis of several single-baseline solutions. As discussed in this study, the positioning accuracy and network stability are improved by applying geodetic network adjustment theories to a kinematic positioning application. Four different methods to remove the rank-deficiency (RLESS, BLIMPBE, SCLESS, and PMINOLESS) are analyzed in this study. The 3D RMS (root mean squared) error has been improved from 4.4 cm (maximum) to 2.7 cm by using network-based kinematic positioning, and BLIMPBE is preferable over other methods in terms of the minimum bias in the rover position and the reproducing property of the reference stations.
publisherAmerican Society of Civil Engineers
titleOptimal Integration of Single-Baseline GPS Solutions in Network-Based Kinematic Positioning
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000045
treeJournal of Surveying Engineering:;2011:;Volume ( 137 ):;issue: 003
contenttypeFulltext


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