一种全球导航卫星系统钟差估计优化方案的量化研究
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  • 英文篇名:A Quantitative Study of Optimization Scheme of Global Navigation Satellite System Clock Estimation
  • 作者:盛剑锋 ; 张彩红 ; 谭凯
  • 英文作者:SHENG Jian-feng;ZHANG Cai-hong;TAN Kai;Key Laboratory of Earthquake Geodesy,Institute of Seismology,China Earthquake Administration;
  • 关键词:量化 ; BERNESE ; 单位时间误差梯度 ; 分步解算 ; 厘米级
  • 英文关键词:quantify;;BERNESE;;gradient of error per unit time;;step solution;;centimeter
  • 中文刊名:KXJS
  • 英文刊名:Science Technology and Engineering
  • 机构:中国地震局地震研究所(地震大地测量重点实验室);
  • 出版日期:2019-05-18
  • 出版单位:科学技术与工程
  • 年:2019
  • 期:v.19;No.483
  • 基金:国家重点研发计划(2018YFC1503605);; 国家自然科学基金(40974012; 41304019);; 中国地震局地震研究所基本科研业务费专项;中国地震局地壳应力研究所基本科研业务费专项(IS201726172)资助
  • 语种:中文;
  • 页:KXJS201914003
  • 页数:8
  • CN:14
  • ISSN:11-4688/T
  • 分类号:19-26
摘要
针对卫星钟差解算策略的优化问题,基于全球导航卫星系统数据处理软件BERNESE,设计了卫星估计钟差解算方案。提出"单位时间误差梯度"的概念,量化了解算精密钟差的效率。采用基于不规则三角网的选站法选取参考站,利用历元参数在历元间的独立性,分步解算各类参数。既减少了因大量历元参数存在引起的时间迟滞,又消除了单历元观测离群值对非历元参数估计的影响,从而提高了卫星钟差估计效率。利用国际全球导航卫星系统服务跟踪站作为参考站对以上解算过程进行实验,结果表明估计钟差与该机构精密钟差的符合精度达到0. 1 ns,陆态网精密单点定位动态解最大偏差小于10 cm,能够满足动态定位厘米级的精度要求,为估计钟差时参考站的数量和几何分布的选择提供了参考。
        In order to optimize the solution algorithm of satellite clock,a solution for estimating satellite clock was designed based on BERNESE data processing software. The concept of "gradient of error per unit time"was proposed to quantify the efficiency of estimating precision clock. The reference station was selected based on the station selection method of Triangulated Irregular Network,and the independence of the epoch parameters were used to solve various parameters step by step. The time delay was reduced caused by the existence of a large number of epoch parameters,and the influence of single epoch observation outliers on the estimation of non-epoch parameters was eliminated,thereby the efficiency of estimating satellite clock was improved. Experimenting with the above solution process using the tracking stations of International Service of Global Navigation Satellite System as a reference station,the results show that the difference between the estimating clock with precision clock of the agency reaches 0. 1 ns,and the maximum deviation of the precise point positioning dynamic solution of the Crustal Movement Observation Network of China is less than 10 cm,which can meet the accuracy requirements of centimeter dynamic positioning,and can provide a reference for the selection of the number of reference stations and the choice of geometric distribution for estimating the clock.
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