The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLIII-B4-2022
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLIII-B4-2022, 203–208, 2022
https://doi.org/10.5194/isprs-archives-XLIII-B4-2022-203-2022
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLIII-B4-2022, 203–208, 2022
https://doi.org/10.5194/isprs-archives-XLIII-B4-2022-203-2022
 
01 Jun 2022
01 Jun 2022

RESEARCH IMPLEMENTATION OF BEIDOU DATA FAST PROCESSING OF LARGE-SCALE GNSS REFERENCE STATION NETWORK

Q. Zhang1,2, P. Zhang2, Z. Sun2, J. Wu2, H. Chen3, X. Wang2, and L. Qi4 Q. Zhang et al.
  • 1GNSS Research Center, Wuhan University, China
  • 2Dept of Geodetic Datum, National Geomatics Center of China, China
  • 3School of Geodesy and Geomatics, Wuhan University, China
  • 4Henan Institute of Surveying and Mapping Engineering, China

Keywords: BDS, GNSS, Large network processing, orbit determination, geodetic reference framework

Abstract. GNSS reference station network is the core infrastructure for the establishment ,maintenance, renewal and service of national geodetic reference framework. At present ,nearly 3000 reference stations have been constructed in the national resources system ,of which about 2500 stations have the continuous observation capacity of BDS signal. In the face of daily massive observation data, the traditional sub-network and fully combined baselines can not meet the needs of rapid data processing for the maintenance of geodetic coordinate framework.

In this paper, the high-precision and fast processing of BDS observation data of large-scale GNSS reference station network (≥ 300 stations) is realized through modular design, non difference model, parameter management to be estimated and flexible ambiguity processing. Through the whole network calculation of the 7-day BDS observation data of about 500 MGEX stations and national reference stations that selected all around the world from 211 to 217 days in 2017, the positioning results show that the average RMS values of the coordinates in the three directions of station N,E and U are ±2.3mm, ±2.8mm and ±4.6mm respectively. The orbit determination results show that the average accuracy of GPS satellite orbit in three directions is better than ±2cm; BDS MEO / IGSO track accuracy is better than ±20cm and GEO track accuracy is better than ±200cm.