GPS precise point positioning using IGS orbit products

P. Héroux, J. Kouba
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引用次数: 305

Abstract

The International GPS Service (IGS) has provided GPS orbit products to the scientific community with increased precision and timeliness. Many users interested in geodetic positioning have adopted the IGS precise orbits to achieve cm-level accuracy and ensure long-term reference frame stability. Currently, a differential positioning approach that requires the combination of observations from a minimum of two GPS receivers, with at least one occupying a station with known coordinates is commonly used. The user position can then be estimated relative to one or multiple reference stations using carrier phase observations and a baseline or network estimation approach. Double-differencing observations is a popular way to cancel out common GPS satellite and receiver clock errors. Baseline or network processing is effective in connecting the user position to the coordinates of the reference stations while the precise orbit virtually eliminates the errors introduced by the GPS space segment. This mode of processing has proven to be very effective and has received widespread acceptance. One drawback is that it requires that simultaneous observations be made at reference stations, with the practical constraint that involves. The following details a post-processing approach that uses un-differenced dual-frequency pseudorange and carrier phase observations along with IGS precise orbit products, for stand-alone precise geodetic point positioning (static or kinematic) with cm precision. This is possible if one takes advantage of the satellite clock estimates that are available with the satellite coordinates in the IGS precise orbit products and models systematic effects that cause cm-variations in the satellite to user range. This paper will describe the approach, summarize the adjustment procedure and specify the earth and space based models that must be implemented to achieve cm-level positioning in static mode. Furthermore, station tropospheric zenith path delays with cm-precision and GPS receiver clock estimates precise to 100 picoseconds are also obtained using this approach.

利用IGS轨道产品进行GPS精确点定位
国际GPS服务(IGS)为科学界提供了精度和及时性更高的GPS轨道产品。许多对大地测量定位感兴趣的用户都采用了IGS的精确轨道,以达到厘米级的精度,并确保长期参考框架的稳定性。目前,通常使用一种差分定位方法,该方法要求将至少两个GPS接收器的观测结果结合起来,其中至少一个接收器占据已知坐标的站点。然后可以使用载波相位观测和基线或网络估计方法相对于一个或多个参考站估计用户位置。双差观测是一种流行的方法来抵消常见的GPS卫星和接收机时钟误差。基线或网络处理可以有效地将用户位置与参考站的坐标联系起来,而精确的轨道几乎消除了GPS空间段带来的误差。这种处理方式已被证明是非常有效的,并得到了广泛的接受。它的一个缺点是需要在参考站同时进行观测,这涉及到实际的限制。下面详细介绍了一种后处理方法,该方法使用无差分双频伪距和载波相位观测以及IGS精确轨道产品,用于独立精确的测量点定位(静态或运动),精度为厘米。如果利用IGS精确轨道产品中卫星坐标提供的卫星时钟估计,并对造成卫星到用户距离厘米变化的系统效应进行建模,就有可能做到这一点。本文将描述方法,总结平差过程,并具体说明在静态模式下实现厘米级定位必须实现的基于地球和空间的模型。此外,该方法还获得了厘米精度的台站对流层天顶路径延迟和精确到100皮秒的GPS接收机时钟估计。
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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