A method of GPS/BDS/GLONASS combined RTK positioning for middle-long baseline with partial ambiguity resolution

被引:53
作者
Gao, W. [1 ]
Gao, C. [1 ]
Pan, S. [2 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing, Jiangsu, Peoples R China
[2] Southeast Univ, Sch Instrument Sci & Engn, Nanjing, Jiangsu, Peoples R China
关键词
GPS/BDS/GLONASS; Middle-long baseline; Partial ambiguity resolution; RTK (real-time kinematic) positioning; STRATEGY; NETWORK; SYSTEM; DELAYS;
D O I
10.1179/1752270615Y.0000000047
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As China's BeiDou Navigation Satellite System (BDS) has become operational in the Asia-Pacific region, it is important to demonstrate the capabilities that a combination of GPS, BDS and GLONASS to high-precision positioning. Multi-constellation combination increases the available satellites and thus improves the positioning reliability. However at the same time, it will bring some challenges to the high-dimension ambiguity resolution (AR). In this contribution, a GPS/BDS/GLONASS combined real time kinematic (RTK) positioning method for middle-long baseline is proposed. In order to reduce the influence of troposphere and ionosphere delays on AR, a two-step AR strategy is adopted, where wide-lane and ionosphere-free observation model are used respectively. In the integer ambiguity search process, a partial ambiguity resolution (PAR) method is proposed to improve the AR performance. In the PAR method, satellite cutoff elevation, satellite number, AR success rate and ratio are used together to determine the ambiguity subset, which can be fixed reliably. A set of baselines ranging from about 30 to 60 km, which all contain GPS/BDS/GLONASS observations, are used to test RTK positioning performance. Experiment results demonstrate that GPS/BDS/GLONASS combined RTK positioning with partial ambiguity resolution can get much improved performance for middle-long baseline both in positioning speed and accuracy, as within about 20 sand 5 cm, respectively.
引用
收藏
页码:212 / 220
页数:9
相关论文
共 26 条
[1]   Development of an improved empirical model for slant delays in the troposphere (GPT2w) [J].
Boehm, Johannes ;
Moeller, Gregor ;
Schindelegger, Michael ;
Pain, Gregory ;
Weber, Robert .
GPS SOLUTIONS, 2015, 19 (03) :433-441
[2]  
Dai L., 2000, 13 INT TECHN M SAT D, P19
[3]   Reliable single-epoch ambiguity resolution for short baselines using combined GPS/BeiDou system [J].
Deng, Chenlong ;
Tang, Weiming ;
Liu, Jingnan ;
Shi, Chuang .
GPS SOLUTIONS, 2014, 18 (03) :375-386
[4]   Wet tropospheric effects on precise relative GPS height determination [J].
Dodson, AH ;
Shardlow, PJ ;
Hubbard, LCM ;
Elgered, G ;
Jarlemark, POJ .
JOURNAL OF GEODESY, 1996, 70 (04) :188-202
[5]  
GOAD C, 1992, P 6 INT GEOD S SAT P, P245
[6]   On accuracy and reliability of instantaneous network RTK as a function of network geometry, station separation, and data processing strategy [J].
Grejner-Brzezinska, DA ;
Kashani, I ;
Wielgosz, P .
GPS SOLUTIONS, 2005, 9 (03) :212-225
[7]   Performance assessment of single- and dual-frequency BeiDou/GPS single-epoch kinematic positioning [J].
He, Haibo ;
Li, Jinlong ;
Yang, Yuanxi ;
Xu, Junyi ;
Guo, Hairong ;
Wang, Aibing .
GPS SOLUTIONS, 2014, 18 (03) :393-403
[8]  
Li B., 2010, J GEOPHYS RES SOLID, V115, P1978
[9]   GNSS ambiguity resolution with controllable failure rate for long baseline network RTK [J].
Li, Bofeng ;
Shen, Yunzhong ;
Feng, Yanming ;
Gao, Weiguang ;
Yang, Ling .
JOURNAL OF GEODESY, 2014, 88 (02) :99-112
[10]  
Li J., 2013, P CHIN SAT NAV C CSN, P133