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GPS???μ?????л???????????????
引用本文:刘鸿飞,肖玉钢,邓连生,毕刚.GPS???μ?????л???????????????[J].大地测量与地球动力学,2013,33(1):113-116.
作者姓名:刘鸿飞  肖玉钢  邓连生  毕刚
作者单位:1. 武汉大学测绘学院,武汉,430079
2. 山西省测绘工程院,太原,030002
基金项目:国家863计划项目(2012AA12A209);国家自然科学基金(41074022)
摘    要:??????GPS???μ??????2?????????????????y?1?????????????μ?????????CORS??ITRF2005????????????????????????????????????150 km??Χ????й?????????????绪???????????????й????????????????ж??????????????????????????????????????????????????????????????????У????????N??????????????????????????????????????1 mm/a????????????0.5~1 mm??E??U????????????????????????????????????????????????0.1~0.5 mm??

关 键 词:GPS  ???μ????  ?????  ?????  IGS  ????  

ANALYSIS OF LONG-TERM STABILITY OF REFERENCE STATIONS IN GPS DEFORMATION MONITORING SYSTEM
Liu Hongfei,Xiao Yugang,Deng Liansheng,and Bi Gang.ANALYSIS OF LONG-TERM STABILITY OF REFERENCE STATIONS IN GPS DEFORMATION MONITORING SYSTEM[J].Journal of Geodesy and Geodynamics,2013,33(1):113-116.
Authors:Liu Hongfei  Xiao Yugang  Deng Liansheng  and Bi Gang
Institution:1)School of Geodesy and Geomatics,Wuhan University,Wuhan 4300792)Surveying and Mapping Engineering Institute of Shanxi Provinc,Taiyuan 030002
Abstract:This paper analyzes the long term stability of two reference stations in GPS deformation monitoring system. The combined adjustment of deformational monitoring network with the Shanxi CORS network is carried out in ITRF2005 consistent coordinates and by using data for one year.and velocities of each point are obtained.Comparison was made between the estimated secular movement rates of reference stations in our calculation and results from stations in the North China region of CMONC (the Crustal Movement Observation Network of China) in 150km range together with grid mean value from velocity filed of Mainland China,it indicats that no obvious non tectonic trends are found at both reference stations. This paper also analyzes short baseline series between the two reference stations. It is shown that linear movement and annual movement exist in N component with rate and amplitude to be 1mm/a and 0.5-1 mm respectivel. Such signals are not obvious in E and U components. Meanwhile, variations were found in all three components with amplitudes of 0.1-0.5 mm.
Keywords:GPS  deformation monitoring system  stability  short baseline  IGS  velocity field
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