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Quality assessment of GPS reprocessed terrestrial reference frame

机译:GPS再处理地面参考系的质量评估

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The International GNSS Service (IGS) contributes to the construction of the International Terrestrial Reference Frame (ITRF) by submitting time series of station positions and Earth Rotation Parameters (ERP). For the first time, its submission to the ITRF2008 construction is based on a combination of entirely reprocessed GPS solutions delivered by 11 Analysis Centers (ACs). We analyze the IGS submission and four of the individual AC contributions in terms of the GNSS frame origin and scale, station position repeatability and time series seasonal variations. We show here that the GPS Terrestrial Reference Frame (TRF) origin is consistent with Satellite laser Ranging (SLR) at the centimeter level with a drift lower than 1 mm/year. Although the scale drift compared to Very Long baseline Interferometry (VLBI) and SLR mean scale is smaller than 0.4 mm/year, we think that it would be premature to use that information in the ITRF scale definition due to its strong dependence on the GPS satellite and ground antenna phase center variations. The new position time series also show a better repeatability compared to past IGS combined products and their annual variations are shown to be more consistent with loading models. The comparison of GPS station positions and velocities to those of VLBI via local ties in co-located sites demonstrates that the IGS reprocessed solution submitted to the ITRF2008 is more reliable and precise than any of the past submissions. However, we show that some of the remaining inconsistencies between GPS and VLBI positioning may be caused by uncalibrated GNSS radomes.
机译:国际GNSS服务(IGS)通过提交站位置和地球自转参数(ERP)的时间序列,为国际地面参考系(ITRF)的建设做出了贡献。首次将其提交给ITRF2008的依据是11个分析中心(AC)提供的完全重新处理的GPS解决方案的组合。我们根据GNSS帧的起源和规模,台站位置的可重复性和时间序列的季节性变化,分析了IGS提交和四个单独的AC贡献。我们在这里显示,GPS地面参考系(TRF)的起源与厘米级的卫星激光测距(SLR)一致,且漂移低于1毫米/年。尽管与甚长基线干涉测量法(VLBI)和SLR平均尺度相比,尺度漂移小于0.4毫米/年,但我们认为在ITRF尺度定义中使用该信息为时过早,因为它强烈依赖于GPS卫星和地面天线相位中心变化。与过去的IGS组合产品相比,新的位置时间序列还显示出更好的可重复性,并且其年度变化显示出与装载模型更加一致。通过在同一地点的本地联系将GPS站位置和速度与VLBI的位置和速度进行比较,结果表明,提交给ITRF2008的IGS重新处理解决方案比以往任何提交的方案都更可靠,更精确。但是,我们表明,GPS和VLBI定位之间仍然存在一些不一致性,这可能是由于未校准的GNSS天线罩引起的。

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    《GPS Solutions 》 |2011年第3期| p.219-231| 共13页
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