GNSS time and frequency transfers through national positioning, navigation and timing infrastructure

IF 1.2 Q4 REMOTE SENSING Journal of Applied Geodesy Pub Date : 2021-12-24 DOI:10.1515/jag-2021-0061
Thayathip Thongtan, Sivinee Sawatdiaree, C. Satirapod
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引用次数: 3

Abstract

Abstract GNSS signals have been a practical time transfer tool to realise a Coordinated Universal Time (UTC) and set civilian clocks around the world with respect to this atomic time standard. UTC time scale is maintained by the International Bureau of Weights and Measurements (BIPM) adjusted to be close to a time scale based on the Earth’s rotation. In Thailand, the official atomic time clocks are maintained by the National Institute of Metrology Thailand (NIMT) to produce UTC(NIMT) and Thailand standard time which is always 7 hours ahead of UTC(NIMT) because of the time zone differences between Greenwich and Bangkok. National Positioning, Navigation and Timing (PNT) infrastructure comprises of GNSS geodetic receivers uniformly distributed to continually observe GNSS signals, mainly for geodetic survey applications both real-time and post-processing services. NIMT is involved in order to provide time link to UTC and to determine the characteristics of GNSS receiver internal clocks; namely, fractional frequency offset and frequency stabilities by applying the GNSS time transfer techniques of common-view algorithms. Monitored time differences with respect to UTC(NIMT) are achieved from selected 4 ground stations in different parts of the country with observations of 21 days in order to determine the frequency stability at 1-day and 7-day modes. GNSS standard log files; in RINEX format, at these receivers are transformed into a time transfer standard format; CGGTTS, used to compute the time differences between two stations, the fractional frequency offset and the frequency stability. Averaged fractional frequency offsets are 2.8 × 10 − 13 Hertz/Hertz2.8\times {10^{-13}}\hspace{2.38387pt}\text{Hertz/Hertz} and computed Allan deviation is around 1.5 × 10 − 13 Hertz/Hertz1.5\times {10^{-13}}\hspace{2.38387pt}\text{Hertz/Hertz} for an averaging time of 1 day. The comparison of the national time scale and receiver clock offsets of every receivers in this national GNSS PNT infrastructure could be accomplished through common-view time transfer using GNSS satellites to maintain the time link of geodetic active control points to UTC as well as to determine receiver internal clock characteristics.
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通过国家定位、导航和授时基础设施进行全球导航卫星系统时间和频率传输
摘要GNSS信号已成为实现协调世界时(UTC)的实用时间传输工具,并根据这一原子时间标准在世界各地设置民用时钟。UTC时标由国际度量衡局(BIPM)维护,调整为接近基于地球自转的时标。在泰国,官方原子钟由泰国国家计量研究所(NIMT)维护,以产生UTC(NIMT)和泰国标准时间,由于格林威治和曼谷之间的时区差异,该时间总是比UTC(NIMT)提前7小时。国家定位、导航和授时基础设施由全球导航卫星系统大地测量接收器组成,这些接收器均匀分布,用于持续观测全球导航卫星系信号,主要用于实时和后处理服务的大地测量应用。参与NIMT是为了提供与UTC的时间链接,并确定GNSS接收器内部时钟的特性;即分数频率偏移和频率稳定性。通过对该国不同地区选定的4个地面站进行21天的观测,实现了UTC(NIMT)的监测时差,以确定1天和7天模式下的频率稳定性。全球导航卫星系统标准日志文件;在RINEX格式中,在这些接收器处被转换成时间传输标准格式;CGGTTS,用于计算两个站点之间的时间差、分数频率偏移和频率稳定性。平均分数频率偏移为2.8×10−13赫兹/Hertz2.8次{10^{-13}}\space{2.38387pt}\text{赫兹/赫兹},计算出的Allan偏差约为1.5×10−13Hertz 1.5次{10 ^{-13}\ hspace{2.38367pt}\text{赫兹/赫兹},平均时间为1天。该国家GNSS PNT基础设施中每个接收器的国家时间尺度和接收器时钟偏移的比较可以通过使用GNSS卫星的共视时间传输来实现,以保持大地测量主动控制点到UTC的时间链路,并确定接收器内部时钟特性。
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来源期刊
Journal of Applied Geodesy
Journal of Applied Geodesy REMOTE SENSING-
CiteScore
2.30
自引率
7.10%
发文量
30
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