GNSS undifferenced and uncombined data processing and PPP-RTK high-precision positioning

被引：0
|
作者：
Yuan Y. [1 ]
Hou P. [1 ,2 ]
Zhang B. [1 ,3 ]
机构：
[1] State Key Laboratory of Geodesy and Earth's Dynamics, Innovation Academy for Precision Measurement Science and Technology, Chinese Academy of Sciences, Wuhan
[2] College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing
[3] State Key Laboratory of Satellite Navigation System and Equipment Technology, 54th Research Institute, China Electronics Technology Group Corporation, Shijiazhuang
来源：
Cehui Xuebao/Acta Geodaetica et Cartographica Sinica | 2022年 / 51卷 / 07期
基金：
中国国家自然科学基金;
关键词：
data processing; functional model; GNSS; PPP-RTK; rank-deficiency elimination; undifferenced and uncombined data;
D O I：
10.11947/j.AGCS.2022.20220134
中图分类号：
学科分类号：
摘要：
This work discusses the origins, features, and applications of GNSS differenced and combined data processing methods. After pointing out some limits of the differenced and combined methods under the background of multi-frequency and multi-GNSS, we summarize the advantages of the undifferenced and uncombined data processing method and introduce the rank-deficiency elimination strategy that is used to construct full-rank undifferenced and uncombined models. Based on this strategy, we systematically formulate a class of undifferenced and uncombined integer ambiguity resolution-enabled precise point positioning (PPP-RTK) functional models, including code-plus-phase and phase-only categories. Both categories impose different constraints on ionospheric delays and yield three variants, including ionosphere-weighted, ionosphere-float, and ionosphere-fixed variants. All variants consider both code and frequency division multiple access signals. Finally, we evaluate the undifferenced and uncombined PPP-RTK performance by conducting boat-borne, airborne, and tractor-borne positioning experiments. Results show that, for three cases, the time to first fix is less than 10 s, the ambiguity success rate is higher than 96%, the horizontal positioning accuracy is better than 2 cm, and the vertical positioning accuracy is better than 5 cm. For Galileo+GPS+BDS triple-system tractor-borne positioning, the performance of phase-only PPP-RTK is comparable to that of code-plus-phase PPP-RTK. Compared to Galileo+GPS dual-system positioning, triple-system positioning decreases the time to first fix from several hundreds of seconds to several seconds, improves the ambiguity success rate from approximately 85% to better than 99%, and improves the positioning accuracy by approximately 30%. © 2022 SinoMaps Press. All rights reserved.
引用
收藏
页码：1225 / 1238
页数：13
相关论文
共 37 条
  • [11] KOUBA J, HEROUX P., Precise point positioning using IGS orbit and clock products, GPS solutions, 5, 2, pp. 12-28, (2001)
  • [12] LINDLOHR W, WELLS D., GPS design using undifferenced carried beat phase observations[J], Manuscripta Geodaetica, 10, 4, pp. 255-295, (1985)
  • [13] DE JONGE P J., A processing strategy for the application of the GPS in networks, (1998)
  • [14] ZHANG Baocheng, OU Jikun, YUAN Yunbin, Et al., Extraction of line-of-sight ionospheric observables from GPS data using precise point positioning[J], Science China Earth Sciences, 55, 11, pp. 1919-1928, (2012)
  • [15] LIU Teng, YUAN Yunbin, ZHANG Baocheng, Et al., Multi-GNSS precise point positioning (MGPPP) using raw observations[J], Journal of Geodesy, 91, 3, pp. 253-268, (2017)
  • [16] GU Shengfeng, LOU Yidong, SHI Chuang, Et al., BeiDou phase bias estimation and its application in precise point positioning with triple-frequency observable[J], Journal of Geodesy, 89, 10, pp. 979-992, (2015)
  • [17] WU Guanbin, CHEN Junping, WU Xiaomeng, Et al., Modeling and assessment of regional atmospheric corrections based on undifferenced and uncombined PPP-RTK[J], Acta Geodaetica et Cartographica Sinica, 49, 11, pp. 1407-1418, (2020)
  • [18] ODIJK D, ZHANG Baocheng, KHODABANDEH A, Et al., On the estimability of parameters in undifferenced, uncombined GNSS network and PPP-RTK user models by means of S-system theory, Journal of Geodesy, 90, 1, pp. 15-44, (2016)
  • [19] TEUNISSEN P., Generalized inverses, adjustment, the datum problem and S-transformations, Optimization and Design of Geodetic Networks, (1985)
  • [20] WABBENA G, SCHMITZ M, BAGGE A., PPP-RTK:precise point positioning using state-space representation in RTK networks, Proceedings of the 18th International Technical Meeting of the Satellite Division of The Institute of Navigation, pp. 2584-2594, (2005)
1234