确定塞尔维亚新的全球导航卫星系统永久站的初步坐标

O. Odalović, S. Grekulović, M. T. Drakul, Dušan Petković
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摘要

新的永久性全球卫星导航系统(GNSS)站网络将于今年年底建成。目前,已经建立了18个常设监测站。所有台站的坐标必须按照塞尔维亚共和国大地测量局规定的条件,即建立全球导航卫星系统永久台站网的规则手册确定。站的坐标,即最终解,必须从三个连续不间断的每日会议中计算出来,作为所有三天的综合解。必须满足的基本条件是,在水平方向10毫米和垂直方向15毫米的水平上,三个日解的点坐标的每日可重复性。也就是说,当日解与终解的坐标差在水平方向不超过10mm,在垂直方向不超过15mm时,永久站的GNSS坐标可视为计算并作为终解。在本研究中,使用伯尔尼GNSS软件5.2版和两个在线RINEX处理工具,澳大利亚AUSPOS -在线GPS处理服务和加拿大CSRS-PPP(加拿大空间参考系统精确点定位),对坐标可重复性的初步计算进行了检查。
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DETERMINATIONS OF THE PRELIMINARY COORDINATES FOR THE NEW GNSS PERMANENT STATIONS IN SERBIA
The new network of permanent GNSS (Global Navigation Satellite System) stations should be established by the end of this year. At the moment, 18 permanent stations are already established. All stations coordinates must be determined following the conditions dictated by the Republic Geodetic Authority of Serbia, i.e., the Rule Book for establishing the GNSS permanent stations network. The coordinates of stations, the final solution, must be calculated from three consecutive uninterrupted daily sessions as a combined solution of all three days. The essential condition that must be fulfilled is the daily repeatability of the coordinates of the points for the three daily solutions on the level of 10 mm in the horizontal direction and 15 mm in the vertical direction. In other words, GNSS coordinates of the permanent station can be treated as calculated and adopted as final if the differences between coordinates of the daily solution and final solution do not exceed 10 mm in the horizontal direction and 15 mm in the vertical direction. In this research, preliminary calculations of coordinates repeatability are checked using Bernese GNSS Software Version 5.2 and two online RINEX processing tools, Australian AUSPOS - Online GPS Processing Service and Canadian CSRS-PPP (Canadian Spatial Reference System Precise Point Positioning).
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