On the use of between-baseline differenced and instantaneous RTK positioning while using simultaneous GNSS measurements

被引:1
|
作者
Thom, Julian [1 ]
Odolinski, Robert [1 ]
McDonald, Luke [1 ]
Denys, Paul [1 ]
机构
[1] Univ Otago, Natl Sch Surveying, 310 Castle St, Dunedin 9016, New Zealand
关键词
Between-baseline difference; real-time kinematic positioning; GNSS; GPS; BDS; Galileo; QZSS; SINGLE-FREQUENCY; LOW-COST; GPS;
D O I
10.1080/00396265.2018.1460068
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The single-baseline real-time kinematic (RTK) model has been used over the past few decades for precise positioning. In this contribution, we investigate the performance of the between-baseline differenced (BD) instantaneous RTK model derived by taking the difference between two simultaneously measured single-baseline RTK positions. The BD RTK model can be more efficient to compute since one only needs to take the difference between three baseline coordinates of the receivers. Comparisons are made between the two models while collecting GPS, BDS, Galileo and QZSS data for baseline lengths ranging from 0 to 29 km. We show that re-estimating the single-baseline and computing the BD RTK solutions will give identical results, as long as the satellite positions in view do not become significantly different. Finally, we demonstrate that the success rate for a long BD RTK baseline can increase in comparison to using single-baseline RTK, provided it is determined from shorter baselines.
引用
收藏
页码:345 / 353
页数:9
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