Validation of GNSS-based reference point monitoring of the VGOS VLBI telescope at Metsähovi

U. Kallio, Joona Eskelinen, J. Jokela, H. Koivula, Simo Marila, J. Näränen, M. Poutanen, A. Raja-Halli, Paavo Rouhiainen, Heli Suurmäki
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Abstract

VLBI telescope reference point, the closest point in the telescope primary axis from the secondary axis, is typically determined indirectly by observation of points co-rotating with the telescope. We have previously measured telescope reference point indirectly with two GPS-antennas attached on the edge of the dish of the Aalto University Metsähovi radio telescope in 2008-2015. Now we have applied the same technique to the new VGOS-telescope of the FGI Metsähovi geodetic research station. The reference point of the VGOS antenna was estimated using post-processed trajectory coordinates of two GNSS antennas. The antennas are attached on the edge of the radio telescope dish with gimbals where a counterweight with shock absorber act as compensators to ensure zenith pointing at all telescope elevation angles. In addition, spherical prisms are attached to the structure of the telescope for tachymetric reference point determination. One purpose of this study is to evaluate the limit values and uncertainties of the compensator assembly by simulations and precise tachymeter measurements. To ensure that the compensation error is nearly constant or can be modelled, we have measured the residual tilt of the GNSS antennas with different VLBI antenna elevations. The results indicate a need to apply the corrections or to improve the compensator design. We aim to improve the counterweight and dampening so that no extra model corrections to trajectory coordinates are needed. For final assurance of our GNSS-based reference point monitoring performance, we have compared the reference point coordinates determined by simultaneous tachymetric and GNSS data. Our results and simulations showed that, with a small compensation error, the influence on reference point coordinates is marginal but the axis offset will be compromised, provided that the compensating angle bias is nearly constant.  Preliminary reference point estimates show a rather good agreement of simultaneous GNSS-based and tachymetric reference points. The final results will be achieved as part of the 18SIB01 EMPIR GeoMetre project, funded from the EMPIR programme and co-financed by the Participating States and from the European Union’s Horizon 2020 research and innovation programme.
基于gnss的VGOS VLBI望远镜参考点监测验证(Metsähovi)
VLBI望远镜的参考点,即望远镜主轴上离副轴最近的点,通常是通过观测与望远镜同旋转的点间接确定的。2008年至2015年,我们曾在阿尔托大学Metsähovi射电望远镜的碟形天线边缘安装了两个gps天线,间接测量了望远镜参考点。现在我们把同样的技术应用到FGI Metsähovi大地测量研究站的新型vgos望远镜上。利用两个GNSS天线的后处理轨迹坐标估计VGOS天线的参考点。天线用万向架固定在射电望远镜碟形天线的边缘,万向架上有一个带减震器的平衡块作为补偿,以确保天顶指向望远镜的所有仰角。此外,球面棱镜连接到望远镜的结构,以确定速测参考点。本研究的目的之一是通过模拟和精确测速仪测量来评估补偿器组件的极限值和不确定性。为了确保补偿误差几乎是恒定的或可以建模,我们测量了不同VLBI天线高程下GNSS天线的剩余倾斜。结果表明,需要应用修正或改进补偿器的设计。我们的目标是改进平衡和阻尼,这样就不需要对轨迹坐标进行额外的模型修正。为了最终确保我们基于GNSS的参考点监测性能,我们比较了由同步测速和GNSS数据确定的参考点坐标。我们的结果和仿真表明,在补偿误差较小的情况下,如果补偿角偏差接近恒定,则对参考点坐标的影响很小,但轴偏置将受到损害。初步的参考点估计显示同时基于gnss和速测的参考点相当一致。最终结果将作为18SIB01 EMPIR GeoMetre项目的一部分获得,该项目由EMPIR计划资助,由参与国和欧盟“地平线2020”研究与创新计划共同资助。
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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