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实时 GPS/伽利略精密单点定位与惯性导航系统集成的性能分析。

Performance Analysis of Real-Time GPS/Galileo Precise Point Positioning Integrated with Inertial Navigation System.

机构信息

Nottingham Geospatial Institute, The University of Nottingham, Nottingham NG7 2TU, UK.

出版信息

Sensors (Basel). 2023 Feb 21;23(5):2396. doi: 10.3390/s23052396.

DOI:10.3390/s23052396
PMID:36904600
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10007143/
Abstract

The integration of global navigation satellite system (GNSS) precise point positioning (PPP) and inertial navigation system (INS) is widely used in navigation for its robustness and resilience, especially in case of GNSS signal blockage. With GNSS modernization, a variety of PPP models have been developed and studied, which has also led to various PPP/INS integration methods. In this study, we investigated the performance of a real-time GPS/Galileo zero-difference ionosphere-free (IF) PPP/INS integration with the application of uncombined bias products. This uncombined bias correction was independent of PPP modeling on the user side and also enabled carrier phase ambiguity resolution (AR). CNES (Centre National d'Etudes Spatiales) real-time orbit, clock, and uncombined bias products were used. Six positioning modes were evaluated, including PPP, PPP/INS loosely coupled integration (LCI), PPP/INS tightly coupled integration (TCI), and three of these with uncombined bias correction through a train positioning test in an open sky environment and two van positioning tests at a complex road and city center. All of the tests used a tactical-grade inertial measurement unit (IMU). In the train test, we found that ambiguity-float PPP had almost identical performance with LCI and TCI, which reached an accuracy of 8.5, 5.7, and 4.9 cm in the north (N), east (E) and up (U) direction, respectively. After AR, significant improvements on the east error component were achieved, which were 47%, 40%, and 38% for PPP-AR, PPP-AR/INS LCI, and PPP-AR/INS TCI, respectively. In the van tests, frequent signal interruptions due to bridges, vegetation, and city canyons make the IF AR difficult. TCI achieved the highest accuracies, which were 32, 29, and 41 cm for the N/E/U component, respectively, and also effectively eliminated the solution re-convergence in PPP.

摘要

全球导航卫星系统 (GNSS) 精密单点定位 (PPP) 和惯性导航系统 (INS) 的集成因其鲁棒性和弹性而被广泛应用于导航中,尤其是在 GNSS 信号阻断的情况下。随着 GNSS 的现代化,已经开发和研究了各种 PPP 模型,这也导致了各种 PPP/INS 集成方法。在这项研究中,我们研究了实时 GPS/伽利略零差无电离层 (IF) PPP/INS 集成的性能,该集成应用了未组合偏差产品。这种未组合偏差校正独立于用户侧的 PPP 建模,并且还能够实现载波相位模糊度解算 (AR)。使用了 CNES(法国国家空间研究中心)实时轨道、时钟和未组合偏差产品。评估了六种定位模式,包括 PPP、PPP/INS 松耦合集成 (LCI)、PPP/INS 紧耦合集成 (TCI),以及这三种模式通过在开阔天空环境中的火车定位测试和在复杂道路和市中心的两辆货车定位测试进行的未组合偏差校正。所有测试都使用了战术级惯性测量单元 (IMU)。在火车测试中,我们发现模糊度浮动 PPP 与 LCI 和 TCI 的性能几乎相同,在北 (N)、东 (E) 和上 (U) 方向的精度分别达到 8.5、5.7 和 4.9 厘米。经过 AR 后,东向误差分量的精度得到了显著提高,对于 PPP-AR、PPP-AR/INS LCI 和 PPP-AR/INS TCI,分别提高了 47%、40%和 38%。在货车测试中,由于桥梁、植被和城市峡谷,信号经常中断,使得 IF AR 变得困难。TCI 实现了最高的精度,N/E/U 分量的精度分别为 32、29 和 41 厘米,并且有效地消除了 PPP 中的解重新收敛。

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