测绘通报 ›› 2025, Vol. 0 ›› Issue (9): 91-97,104.doi: 10.13474/j.cnki.11-2246.2025.0915

• 学术研究 • 上一篇    下一篇

北斗高精度位置基准长基线坐标传递应用试验及分析

周命端, 白岩松, 徐翔, 崔立锟, 覃钰涵, 解乾龙, 蔺士祺   

  1. 北京建筑大学测绘与城市空间信息学院, 北京 102616
  • 收稿日期:2024-10-10 发布日期:2025-09-29
  • 作者简介:周命端(1985—),男,博士,副教授,研究方向为卫星定位理论与技术及其时空应用。E-mail:mdzhou@bucea.edu.cn
  • 基金资助:
    北京市教育科学“十四五”规划2024年度延续课题(AFCA24065)

Application experiment and analysis of long-baseline coordinate transfer for BeiDou high-precision position datum

ZHOU Mingduan, BAI Yansong, XU Xiang, CUI Likun, QIN Yuhan, XIE Qianlong, LIN Shiqi   

  1. School of Geomatrics and Urban Spatial Informatics, Beijing University of Civil Engineering and Architecture, Beijing 102616, China
  • Received:2024-10-10 Published:2025-09-29

摘要: 鉴于北斗系统当前提供BDS-3+BDS-2联合服务及BDS-3播发B1C、B2a新频率信号,本文提出一种基于北斗系统的位置基准坐标传递模型,建立基于B1I+B3I、B1C+B2a数据的北斗位置基准长基线坐标传递网,并进行应用试验。首先选择中国及周边同时支持BDS-3+BDS-2、GPS数据的4个IGS跟踪站与某一固定站,布设北斗位置基准长基线坐标传递网;然后选取2024年年积日096~102基于24 h连续观测的7个时段数据,并设计4种试验方案进行数据处理;最后对相位观测值精度、验后标准化均方根误差、基线向量质量及基准传递网平差点位结果进行比较分析及评估。试验结果表明,与GPS的L1+L2双频数据相比,基于BDS-3或BDS-3+BDS-2的B1I+B3I双频数据进行基准传递均仅存在毫米级点位差异,基于BDS-3的B1C+B2a双频数据进行基准传递存在毫米至厘米级点位差异,应用于北斗高精度位置基准长基线坐标传递是行之有效的。

关键词: 北斗系统, 位置基准, 基线解算, 网平差, 双频数据, 长基线坐标传递网

Abstract: Aiming at the current stage of BeiDou system in BDS-3+BDS-2 hybrid service and BDS-3 broadcasts B1C and B2a new frequency signals, a position datum coordinate transfer model based on BeiDou systemis proposed and a BDS position datum long-baseline coordinate transfer network based on B1I+B3I and B1C+B2a data is established for the application testing. Four IGS tracking stations in China and its surrounding areas that simultaneously support BDS-3+BDS-2 and GPS data as well as a fixed station are selected to lay a BDS position datum long-baseline coordinate transfer network.7 sessions of data based on 24 hour continuous observation from 096~102 in 2024 are selected and 4 experimental schemes are designed for data processing, and comparative analysis and evaluation are carried out in terms of the accuracy of phase observation values, post standardized root-mean-square error, quality of baseline vectors,and point results of datum transfer network adjustment.The experimental results show that different from L1+L2 dual-frequency data of GPS, the differences of datum transfer in point direction are both of only millimeter level using B1I+B3I dual-frequency data of BDS-3 and BDS-3+BDS-2, and millimeter to centimeter level using B1C+B2a dual-frequency data of BDS-3, which is effective to be applied to the long-baseline coordinates transfer for BeiDou high-precise position datum.

Key words: BeiDou system, position datum, baseline solving, network adjustment, dual-frequency data, long-baseline coordinate transfer network

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