Assessment of Measuring Orthometric Height With Multi-GNSS Undifferenced Time–Frequency Signals

IF 5.6 2区 工程技术 Q1 ENGINEERING, ELECTRICAL & ELECTRONIC
Wei Xu;Jia Song;Pengfei Zhang;Lewen Zhao
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引用次数: 0

Abstract

The traditional approach to measuring orthometric height has numerous limitations. It suffers from error accumulation, involves time-consuming and labor-intensive procedures, exhibits low efficiency, and faces challenges in cross-sea transfers. In contrast, by exploiting the principle of general relativity, using precision global navigation satellite system (GNSS) time-frequency signals for orthometric height determination can surmount these problems. This research employs the multi-GNSS undifferenced carrier phase time-frequency signal for orthometric height determination and constructs a model for undifferenced multi-GNSS carrier phase time-frequency comparison to determine orthometric height and transfer. Moreover, the study delves into simulation methods for precise clock offsets and multi-GNSS observations. Simulation experiments between China and USA are conducted to verify GNSS time-frequency signals’ efficacy in cross-sea orthometric height transfer. The experimental results indicate that the frequency stability of multi-GNSS undifferenced time-frequency comparisons can reach approximately $2\times 10^{-{17}}$ , with the bias and uncertainty of orthometric height transfer about 2.0 cm and 0.2 m, respectively. Considering the accuracy of multi-GNSS carrier phase observations and the cost of improving clock performance, a clock with frequency stability around sub- $10^{-{17}}$ offers significant advantages for multi-GNSS time-frequency signals in orthometric height transfer. As clock performance improves and miniaturization trends continue, the accuracy of multi-GNSS time-frequency signals for determining orthometric height is expected to reach centimeter or even millimeter levels, further advancing the accurate unification of the global vertical height datum.
基于多gnss时频差分信号测量正交高度的评估
传统的测量高度的方法有许多局限性。误差积累大,流程耗时费力,效率低,跨海转运面临挑战。而利用广义相对论原理,利用精密全球导航卫星系统(GNSS)时频信号进行正交测高可以克服这些问题。本研究采用多gnss无差载波相位时频信号进行正交高度确定,构建了多gnss无差载波相位时频比较模型确定正交高度和传输。此外,该研究还深入研究了精确时钟偏移和多gnss观测的模拟方法。为验证GNSS时频信号在跨海正交高程传输中的有效性,在中美两国间进行了仿真实验。实验结果表明,多gnss无差时频比较的频率稳定性可达到约$2\ × 10^{-{17}}$,正交高度传递的偏差和不确定性分别约为2.0 cm和0.2 m。考虑到多gnss载波相位观测的精度和提高时钟性能的成本,频率稳定度在sub- $10^{-{17}}$左右的时钟对于多gnss时频信号的正交高度传输具有显著的优势。随着时钟性能的提高和小型化趋势的持续,用于确定正交高度的多gnss时频信号的精度有望达到厘米甚至毫米级别,进一步推进全球垂直高度基准的精确统一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
IEEE Transactions on Instrumentation and Measurement
IEEE Transactions on Instrumentation and Measurement 工程技术-工程:电子与电气
CiteScore
9.00
自引率
23.20%
发文量
1294
审稿时长
3.9 months
期刊介绍: Papers are sought that address innovative solutions to the development and use of electrical and electronic instruments and equipment to measure, monitor and/or record physical phenomena for the purpose of advancing measurement science, methods, functionality and applications. The scope of these papers may encompass: (1) theory, methodology, and practice of measurement; (2) design, development and evaluation of instrumentation and measurement systems and components used in generating, acquiring, conditioning and processing signals; (3) analysis, representation, display, and preservation of the information obtained from a set of measurements; and (4) scientific and technical support to establishment and maintenance of technical standards in the field of Instrumentation and Measurement.
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