WU Yuxiang, YAN Wei, KONG Deqing, ZHANG Hongbo, ZHU Xinying, XUE Xiping, DAI Shun, WANG Zan. Radio Telescope Center Point Calibration Method Using Reference Objects[J]. Geomatics and Information Science of Wuhan University, 2022, 47(5): 715-721. DOI: 10.13203/j.whugis20190447
Citation: WU Yuxiang, YAN Wei, KONG Deqing, ZHANG Hongbo, ZHU Xinying, XUE Xiping, DAI Shun, WANG Zan. Radio Telescope Center Point Calibration Method Using Reference Objects[J]. Geomatics and Information Science of Wuhan University, 2022, 47(5): 715-721. DOI: 10.13203/j.whugis20190447

Radio Telescope Center Point Calibration Method Using Reference Objects

Funds: 

The National Natural Science Foundation of China U1831114

The National Natural Science Foundation of China 11941002

More Information
  • Author Bio:

    WU Yuxiang, PhD, specializes in radio astronomical technology and methods. E-mail: wuyx@nao.cas.cn

  • Corresponding author:

    KONG Deqing, PhD, professor. E-mail: kdq@bao.ac.cn

  • Received Date: March 26, 2020
  • Published Date: May 04, 2022
  •   Objectives  Deep space antennas are widely used in deep space and radio astronomical observations, and their precise position coordinates are required for research needs. In many cases, this precise position is given by very long baseline interferometry (VLBI) based on an initial position with millimeter‐scale accuracy. Global position‍ing system(GPS) alone is merely not sufficient to obtain the initial position of newly‐built antennas. Therefore, a method using other objects as reference is needed to calibrate observatory positions, especially antenna arrays, and this paper presents such a method for deep space and radio astronomical observations.
      Methods  This method employs an azimuth‐elevation telescope with an accurate position as a reference object to measure the center position of a target telescope. Other reference objects with satisfying position accuracy can also be used in this method. GPS receivers are adopted to establish a refer‍ence network with giv‍en scale and orientation by differential measurement. The next step is measuring the local positions of two telescopes (or objective and reference) in the reference network using total station instruments deployed in several different locations. Calculations are induced during the transfer of positions in the reference system to unify data from those measurements. The position of the target to the reference object in a local coordinate system is obtained. The final step is the calculation of the coordinates of the target telescope through the accurate position of the reference telescope. A series of processes are used to convert coordinate positions from the local reference system to the international terrestrial reference frame 2014 (ITRF2014) refer‍ence system.
      Results  Experimental measurement was carried out to obtain the coordinates of the 40 m diameter radio telescope in national observatory of China (NAOC) Miyun observatory with the 50 m diameter radio telescope also there as a reference object. Total station measurement was conducted at three locations around the reference telescope and four locations around the target telescope. Two reflecting prisms calibrated by GPS devices were used as scale and orientation reference. Total station targets were placed on azimuth and elevation structures of both telescopes. The target position data were obtained when the telescope rotated and tilted at multiple angles. More than 400 times of measurement were taken during a two-day field experiment. Round-fitting and sphere-fitting achieved by the trust-region method were used to process measured points, and the coordinates of the 40 m diameter radio telescope in NAOC Miyun observatory were given with a calibration error of 2.312 mm (root mean square error, RMSE) in the ITRF2014 system.
      Conclusions  This method provides center point location in mm or submm-scale precision in complex terrain situations with simple tools and low time cost. The measurement of total station instruments towards reference objects or target objects could be the direct or centering measurement. This method can be applied to obtain positions of single or multiple antennas for observation and further calibration. Observatories can apply this method in complex terrain locations such as mountains, rocky fields, and even a meteor crater on an extra-earth planet. Subsequent observations show that this calibration has met the need.
  • [1]
    李金岭, 乔书波, 刘鹂, 等. 2008年佘山25 m射电天线归心测量[J]. 武汉大学学报·信息科学版, 2010, 35(12): 1387-1391

    Li Jinling, Qiao Shubo, Liu Li, et al. Site Survey at Sheshan 25 m Radio Telescope in 2008[J]. Geomatics and Information Science of Wuhan University, 2010, 35(12): 1387-1391
    [2]
    李金岭, 熊福文, 余成磊, 等. 上海天马65 m射电望远镜归心测量[J]. 天文学进展, 2014, 32(2): 246-258 doi: 10.3969/j.issn.1000-8349.2014.02.08

    Li Jinling, Xiong Fuwen, Yu Chenglei, et al. Local Survey of Shanghai Tianma 65 m Radio Telescope [J]. Progress in Astronomy, 2014, 32(2): 246-258 doi: 10.3969/j.issn.1000-8349.2014.02.08
    [3]
    董光亮, 徐得珍, 樊敏, 等. 深空干涉测量天线高精度站址测量技术现状及展望[J]. 飞行器测控学报, 2016, 35 (4): 249-257 https://www.cnki.com.cn/Article/CJFDTOTAL-FXCK201604001.htm

    Dong Guangliang, Xu Dezhen, Fan Min, et al. Overview of Precise Station Position Determination Technology for Deep Space Interferometry Antennas and Its Prospect[J]. Journal of Spacecraft TT & C Technology, 2016, 35(4): 249-257 https://www.cnki.com.cn/Article/CJFDTOTAL-FXCK201604001.htm
    [4]
    沈云中, 陈廷武. 上海天文台并址站的空间归心测量[J]. 同济大学学报(自然科学版), 2006, 34(2): 217-220 doi: 10.3321/j.issn:0253-374X.2006.02.015

    Shen Yunzhong, Chen Tingwu. Determination of Space Coordinate Differences of Co-location Sites in Shanghai Observatory[J]. Journal of Tongji University(Natural Science), 2006, 34(2): 217-220 doi: 10.3321/j.issn:0253-374X.2006.02.015
    [5]
    Nothnagel A, Wirtz C, Sauerbier M, et al. Local Survey at the Effelsberg Radio Telescope 1997-Preliminary Results[C]// The 13th Working Meeting on European VLBI for Geodesy and Astrometry, Viechtach, Germany, 1999
    [6]
    张阿丽, 熊福文, 朱文耀. 新疆天文台25 m VLBI、GPS归心测量[J]. 大地测量与地球动力学, 2015, 35(4): 680-683 https://www.cnki.com.cn/Article/CJFDTOTAL-DKXB201504032.htm

    Zhang Ali, Xiong Fuwen, Zhu Wenyao. C-Location Survey at Xinjiang Astronomical Observatory 25 m VLBI and GPS Station[J]. Journal of Geodesy and Geodynamics, 2015, 35(4): 680-683 https://www.cnki.com.cn/Article/CJFDTOTAL-DKXB201504032.htm
    [7]
    Lösler M. New Mathematical Model for Reference Point Determination of an Azimuth Elevation Type Radio Telescope[J]. Journal of Surveying Engineering, 2009, 135(4): 131-135 doi: 10.1061/(ASCE)SU.1943-5428.0000010
    [8]
    李金岭, 张津维. 利用GPS测量监测VLBI天线参考点的仿真分析[J]. 武汉大学学报·信息科学版, 2013, 38(12): 1387-1391 http://ch.whu.edu.cn/article/id/2816

    Li Jinling, Zhang Jinwei. Simulation Analysis of Monitoring of VLBI Antennas Reference Point via GPS Observations[J]. Geomatics and Information Science of Wuhan University, 2013, 38(12): 1387-1391 http://ch.whu.edu.cn/article/id/2816
    [9]
    Lösler M, Haas R, Eschelbach C. Automated and Continual Determination of Radio Telescope Reference Points with Sub-mm Accuracy: Results from a Campaign at the Onsala Space Observatory[J]. Journal of Geodesy, 2013, 87(8): 791-804 doi: 10.1007/s00190-013-0647-y
    [10]
    Bilich A, Mader G. GNSS Absolute Antenna Calibration at the National Geodetic Survey[C]//ION GNSS 2010, Portland, US, 2010
    [11]
    Leinen S, Becker M, Dow J, et al. Geodetic Determination of Radio Telescope Antenna Reference Point and Rotation Axis Parameters[J]. Journal of Surveying Engineering, 2007, 133(2): 41-51 doi: 10.1061/(ASCE)0733-9453(2007)133:2(41)
    [12]
    Coleman T F, Li Y Y. A Reflective Newton Method for Minimizing a Quadratic Function Subject to Bounds on some of the Variables[J]. SIAM Journal on Optimization, 1996, 6(4): 1040-1058 doi: 10.1137/S1052623494240456
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