To identify the endemic error of the precise point positioning which cannot be weakened or eliminated in precise point positioning (PPP) zero-difference model, the 24 h observation data acquired from CHAN station on O...To identify the endemic error of the precise point positioning which cannot be weakened or eliminated in precise point positioning (PPP) zero-difference model, the 24 h observation data acquired from CHAN station on Oct 31st, 2010, were adopted for analyses, different correction models of various errors were discussed and their influences on traditional zero-difference model were analyzed. The results show that the errors cannot be ignored. They must be corrected with suitable models and estimated with auxiliary parameters. The influence magnitudes of all errors are defined, and the results have guiding significance to improve the accuracy of precise point positioning zero-difference model.展开更多
系统地分析了对流层延迟特性及其误差改正模型的精度及适应性。对GPS信号的对流层延迟误差产生机理进行了理论分析;对常用的4种对流层误差改正模型:霍普菲尔德(Hop-field)模型、萨斯塔莫宁(Saastamoinen)模型、Black模型及Egnos模型的...系统地分析了对流层延迟特性及其误差改正模型的精度及适应性。对GPS信号的对流层延迟误差产生机理进行了理论分析;对常用的4种对流层误差改正模型:霍普菲尔德(Hop-field)模型、萨斯塔莫宁(Saastamoinen)模型、Black模型及Egnos模型的特点及建模方法进行了详细论述;利用从GPS技术权威支持机构Crustal Dynamics Data Information System (CDDIS)得到的GPS对流层相关数据,定量分析了4种对流层误差改正模型的精确性及适用性条件。最后,为对流层延迟改正模型的选择给出了结论性的意见,所得结果为GPS精确定位时对流层延迟改正模型的选择提供了理论依据,具有工程应用参考价值。展开更多
以HMR3000磁罗经和BeeL ine GPS组成组合导航系统,对系统功能和其中的关键难题进行了研究。推导了HMR3000误差模型,根据误差模型与BeeL ine GPS系统进行最优组合;针对此系统及组合算法,进行了一系列的试验测试。试验数据表明,组合导航...以HMR3000磁罗经和BeeL ine GPS组成组合导航系统,对系统功能和其中的关键难题进行了研究。推导了HMR3000误差模型,根据误差模型与BeeL ine GPS系统进行最优组合;针对此系统及组合算法,进行了一系列的试验测试。试验数据表明,组合导航系统在天线基线长度大于5m时,航向误差小于0.05°,其精度优于单独的BeeL ine和HMR3000;并解决了该组合系统航向连续性等难题。展开更多
基金Project(20060417004)supported by the PhD Programs Foundation of Ministry of Education of ChinaProject(2009S049)supported by the Liaoning Province University Research Program,China
文摘To identify the endemic error of the precise point positioning which cannot be weakened or eliminated in precise point positioning (PPP) zero-difference model, the 24 h observation data acquired from CHAN station on Oct 31st, 2010, were adopted for analyses, different correction models of various errors were discussed and their influences on traditional zero-difference model were analyzed. The results show that the errors cannot be ignored. They must be corrected with suitable models and estimated with auxiliary parameters. The influence magnitudes of all errors are defined, and the results have guiding significance to improve the accuracy of precise point positioning zero-difference model.
文摘系统地分析了对流层延迟特性及其误差改正模型的精度及适应性。对GPS信号的对流层延迟误差产生机理进行了理论分析;对常用的4种对流层误差改正模型:霍普菲尔德(Hop-field)模型、萨斯塔莫宁(Saastamoinen)模型、Black模型及Egnos模型的特点及建模方法进行了详细论述;利用从GPS技术权威支持机构Crustal Dynamics Data Information System (CDDIS)得到的GPS对流层相关数据,定量分析了4种对流层误差改正模型的精确性及适用性条件。最后,为对流层延迟改正模型的选择给出了结论性的意见,所得结果为GPS精确定位时对流层延迟改正模型的选择提供了理论依据,具有工程应用参考价值。
文摘以HMR3000磁罗经和BeeL ine GPS组成组合导航系统,对系统功能和其中的关键难题进行了研究。推导了HMR3000误差模型,根据误差模型与BeeL ine GPS系统进行最优组合;针对此系统及组合算法,进行了一系列的试验测试。试验数据表明,组合导航系统在天线基线长度大于5m时,航向误差小于0.05°,其精度优于单独的BeeL ine和HMR3000;并解决了该组合系统航向连续性等难题。
