INTEGRATED ADJUSTMENT OF CHINESE 2000' GPS CONTROL NETWORK

被引:4
作者
Yang Yuan-xi [1 ]
Tang Ying-zhe [1 ]
Chen Chuan-lu [2 ]
Wang Min [3 ]
Zhang Peng [4 ]
Wang Xiao-rui [2 ]
Song Li-jie [5 ]
Zhang Zu-sheng [6 ]
机构
[1] Xian Res Inst Surveying & Mapping, Xian 710054, Peoples R China
[2] Geodet Data Proc Ctr, Xian 710054, Peoples R China
[3] Ctr Earthquake Anal & Predict, Beijing 100036, Peoples R China
[4] Natl Geomat Ctr China, Beijing 100044, Peoples R China
[5] Zhengzhou Univ Informat Engn, Inst Surveying & Mapping, Zhengzhou 450052, Peoples R China
[6] First Crustal Deformat Monitoring Ctr, Tianjin 300180, Peoples R China
关键词
GPS Control Network; Chinese National 2000; Integrated adjustment; Advanced data processing; CRUSTAL DEFORMATION;
D O I
10.1179/003962609X390120
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Since the beginning of the nineteen nineties, China has established six nationwide GPS networks by corresponding campaigns for different objectives. With the support of the international GPS service (IGS) network and advanced data processing strategies, an accurate and unified national GPS control network with more than 2500 stations integrating the 6 existing GPS networks has been established, which is called "National 2000' GPS Control Network". In the integrating adjustment of the nationwide GPS networks, some systematic model parameters were introduced into the adjustment functional model, in order to control the influences of systematic errors of the sub networks; the variance component estimation technique is used for adjusting the a priori precision of the different GPS networks and different observation sessions; the error detection and deleting technique is used in the data pre-processing of sub networks and observation sessions for resisting the effects of outlying observations: and a bifactor robust estimation theory is applied for controlling the influences of the outliers of the correlated baselines on the last coordinate parameters. It is shown that the average standard deviation for the horizontal component is smaller than 1.0cm, for the vertical component is smaller than 2.0cm, and for the three dimensional (3-D) position of geocentre coordinates is smaller than 3.0cm. The exterior checking accuracy for the 3-D position is averagely better than 0.9cm.
引用
收藏
页码:226 / 237
页数:12
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