Journal of Systems Engineering and Electronics ›› 2012, Vol. 34 ›› Issue (11): 2219-2225.doi: 10.3969/j.issn.1001-506X.2012.11.06

• 电子技术 • 上一篇    下一篇

同步卫星无源测轨中的时差定位与精度分析

彭华峰, 曹金坤, 郑超   

  1. 西南电子电信技术研究所, 四川成都 610041
  • 出版日期:2012-11-20 发布日期:2010-01-03

Positioning principles and precision analysis of passive measurement of GEO satellite’s orbit

PENG Hua-feng, CAO Jin-kun, ZHENG Chao   

  1. Southwest Electronics and Telecommunication Technology Institute, Chengdu 610041, China
  • Online:2012-11-20 Published:2010-01-03

摘要:

多站时差定位是最重要的无源定位方法之一。研究了基于四站时差测量的地球同步卫星无源定位和定轨方法。介绍了四站时差定位的基本原理,给出了四站时差定位算法和详细算法流程,推导了四站时差定位精度的误差传播方程。重点分析了测量精度、布站方式、基线长度、站址误差对同步卫星定位精度的影响。通过Monte-Carlo仿真,验证了四站时差定位算法与误差分析结果的一致性。仿真结果表明:测量误差、布站方式、基线长度和站址误差均是定位误差的关键影响因素;布站方式以倒Y型布站效果最佳,菱形或矩形布站方式存在奇异区;为达到km量级定位精度,则基线长度应大于1000 km;采用四站时差测轨时,站址坐标精度水平应优于1 m。

Abstract:

Positioning based on time-delay measurement is one of the most important positioning method. The issue is focused on its usage on geosynchronous earth orbit satellite(GEO) measurement and determination. The principles, algorithm and diagram of positioning with four stations are presented. The equation of error’s transmission is derived here. The importance is the error analysis of how the position precision is affected by the measurement precision, the layout pattern of four stations, the length of the baseline, the precision of station’s position and so on. Monte-Carlo simulation is achieved on computer which is coincident with the result of the error analysis. The simulation result indicates that all the measurement precision, the layout pattern of four stations, the length of the baseline and the precision of station’s position are the key factors of the position precision; the layout like an inverse Y form is the best one, and a rectangle or diamond form is the worst layout form which is not suggested to be used in positioning system. In order to get precision with order of kilometer, the baseline is suggested to be larger than 1 000 km. It is more better if even more larger; the precision of station’s position must be better than 1 m.