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contributor authorXiuqiang
contributor authorGong
contributor authorYunzhong
contributor authorShen
contributor authorJiexian
contributor authorWang
contributor authorBin
contributor authorWu
contributor authorXinzhao
contributor authorYou
contributor authorJunping
contributor authorChen
date accessioned2017-05-08T22:01:27Z
date available2017-05-08T22:01:27Z
date copyrightFebruary 2014
date issued2014
identifier other%28asce%29te%2E1943-5436%2E0000049.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68998
description abstractThe local tie vectors between different space geodesy instruments in colocated sites, such as the global navigation satellite system (GNSS), very long baseline interferometry (VLBI), and satellite laser ranging (SLR), are essential for combination with the international terrestrial reference frame (ITRF). This paper introduces the surveying method and data processing model for determining the tie vectors in the seven colocated sites in Shanghai, Wuhan, Kunming, Beijing, Xian, Changchun, and Urumqi, and presents the values and full variance-covariance of these local ties. The surveying methodology and data processing method of the current work are rigorously determined to guarantee the relative positional precision of reference points (RPs) of different instruments in each colocation site to be a few millimeters. This paper compares the new tie vectors with those derived from ITRF 2008 products to consider the discrepancies at tie epoch. By comparing the new results to the previous results by other organizations, the new tie vector at the Wuhan site is in good agreement, but the vertical coordinate difference of the tie vector at the Shanghai site is as large as 2.24 cm. Therefore, the tie vector at the Shanghai site may have changed about 2 cm from 2003 to 2011.
publisherAmerican Society of Civil Engineers
titleSurveying Colocated GNSS, VLBI, and SLR Stations in China
typeJournal Paper
journal volume140
journal issue1
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000118
treeJournal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 001
contenttypeFulltext


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