多全球卫星定位系统高级轨道和时钟增强-精确点定位(MADOCA-PPP)在日本地区的性能评估

A. Pırtı
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引用次数: 0

摘要

对于精确点定位(PPP)的用户,多重全球导航卫星系统高级轨道和时钟增强 PPP 信号提供校正数据。当使用PPP方法和/或PPP-模糊分辨率(AR)方法时,QZSS信号提供全球适用的卫星轨道、时钟偏移和编码/相位偏差误差修正。此外,从 2024 财政年度起,作为 MADOCA-PPP 技术演示的一部分,将为亚洲-大洋洲地区提供广域电离层校正数据。日本宇宙航空研究开发机构开发的精确卫星信息软件估算器--用于轨道和时钟分析的多重 GNSS 高级演示工具 (MADOCA),使采用 MADOCA-PPP 技术的 u-blox CO99-ZED-F9P 和 MSJ 3008-GM4-QZS 能够用于需要亚分米级精度但成本不高的 GNSS 应用。利用 IGS 和 MIRAI 等国内外 GNSS 监测站网络的观测数据计算定位卫星造成的误差,并从 QZSS 信号中传输获得的修正数据,从而提供可在亚洲-大洋洲地区使用的高精度定位增强服务。用户可使用支持 QZSS 信号的 GNSS 接收机,利用 PPP 技术进行高精度定位。本文介绍了在项目地点(日本的 ISHI、USUD 和 MIZU 站)使用静态方法结合 GPS、GLONASS 和 QZSS 信号进行的实验。本文研究了 GPS/GLONASS/QZSS 可获得的精度。这些结果表明,将 GPS 系统与全球轨道导航卫星系统和 QZSS 系统集成在一起在测量应用中很受欢迎。在研究区域内,将 GPS/GLONASS/QZSS 系统(MADOCA 精确星历文件)与 0-4 毫米精度的静态测量在任何情况下都能得到保证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EVALUATION OF THE PERFORMANCE OF MULTI-GNSS ADVANCED ORBIT AND CLOCK AUGMENTATION – PRECISE POINT POSITIONING (MADOCA-PPP) IN JAPAN REGION
For users of Precise Point Positioning (PPP), Multi-GNSS Advanced Orbit and Clock Augmentation PPP signals provide corrective data. When using the PPP approach and/or PPP-Ambiguity Resolution (AR) method, the QZSS signal provides globally applicable error corrections on satellite orbit, clock offset, and code/phase biases. In addition, from FY2024, as a part of the MADOCA-PPP technology demonstration, wide-area ionospheric correction data will be provided for the Asia-Oceania region. A software estimator of precise satellite information developed by JAXA, Multi-GNSS Advanced Demonstration Tool for Orbit and Clock Analysis (MADOCA), allows u-blox CO99-ZED-F9P and MSJ 3008-GM4-QZS utilizing MADOCA-PPP to be used in GNSS applications that need sub-decimetre precision but don’t have to be expensive. Errors caused by positioning satellites are computed by using observation data from domestic and overseas GNSS monitoring station networks such as IGS and MIRAI, and obtained correction data is transmitted from QZSS signal to provide highly precise positioning augmentation services that can be used in the Asia-Oceania Region. Users may utilize the PPP technique for high-precision locating by employing a GNSS receiver that supports the QZSS signals. This paper describes an experiment carried out with the static method to combine GPS, GLONASS, and QZSS signals in the project site (ISHI, USUD and MIZU stations in Japan). This paper examines the GPS/GLONASS/QZSS obtainable accuracy. These obtained results indicate that integrating GPS system with GLONASS and QZSS is favoured for surveying applications. It appears that integrating GPS/GLONASS/QZSS (MADOCA precise ephemeris file) static measurements in the study area between 0–4 millimetres accuracy can be guaranteed on all occasions.
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