里加市地方大地测量网的发展趋势

A. Celms, V. Parsova, I. Reke, J. Akmentins
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引用次数: 2

摘要

局部大地测量网是城市区域协调发展的重要组成部分。在当地大地测量网的基础上,开展地籍地形测量工作、工程大地测量工作以及新建建筑物和工程网的执行测量。在里加的领土上,当地的大地测量网于1880年开始创建,随着时间的推移,随着城市的扩张,有必要建立更广泛的参考网络。2005年,在拉脱维亚境内启动了连续工作的LatPos基站网络,确保了执行测量和达到精度的全新趋势。一年后,基站网络eupos -里加在里加境内启动。它可以视为里加当地大地测量网的一致部分。研究的目的是说明,历史上使用的当地大地测量网点坐标与使用LatPos和EUPOS-RIGA基站网络实时校正确定的坐标之间的差异。测量是在2016年12月至2017年4月期间在里加境内进行的。在研究框架内,共检查了61个局地网点,完成了38次RTK模式的GNSS观测。在研究中,为了比较历史上存在的坐标差异,使用了60年代和80年代的多边形点坐标目录。对当地大地测量网的主要历史点进行研究得出的主要结论,在未进行改进并符合规范性文件的要求之前,不得用于任何测量工作。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Tendencies of development of local geodetic network in Riga city
Local geodetic network is very important in harmonic development of city territory. On the base of the local geodetic network, cadastral and topographic surveying works, engineering geodetic works and executive measurements of newly built buildings and engineering networks are carried out. In the territory of Riga, the local geodetic network was started to create in 1880, and in the course of time, as the city expanded, necessity to have wider reference network emerged. In 2005, in the territory of Latvia, network of continuously working base stations LatPos was launched, which ensured completely new trends in execution of measurements and accuracy reached. One year later, base station network EUPOS-RIGA was launched in the territory of Riga. It can be regarded as consistent part of Riga local geodetic network. The purpose of the research was to state, what are differences between historically used coordinates of points of the local geodetic network, and coordinates that are determined by use of real time corrections of LatPos and EUPOS-RIGA base station network. Measurements were made in the territory of Riga in period from December 2016 until April 2017. In the framework of the research, 61 point of the local geodetic network was inspected and in 38 cases GNSS observations in RTK mode were completed. In the research, catalogues of coordinates of polygonometry points of sixties and eighties were used in order to compare what differences of coordinates existed historically. The main conclusion drawn during the research – historical points of the local geodetic network shall not be used for surveying works of any kind before improvement of them and before they comply with requirements of normative acts.
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