变形监测用精密大地测量仪器的稳定性研究

IF 0.3 Q4 REMOTE SENSING Reports on Geodesy and Geoinformatics Pub Date : 2017-12-20 DOI:10.1515/rgg-2017-0017
M. Woźniak, W. Odziemczyk
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引用次数: 4

摘要

采用自动化电子全站仪的监控系统是许多工程对象安全控制的重要组成部分。为了保证所采集数据的适当可信度,用于测量的仪器(大多数为全站仪)必须满足测量精度要求,以及仪器轴系几何形状的稳定性。就上述而言,在执行测量程序的情况下,对使用电子全站仪获得的数据进行质量控制是有利的。本文介绍了华沙理工大学大地测量与制图学院对两种类型的自动全站仪TDA 5005和TCRP 1201+的“基本”误差值(准直,V圆零位,倾角)的稳定性进行的研究结果。研究还提供了有关温度变化对所研究仪器光学参数稳定性影响的信息。结果给出了图形分析技术。最后的结论提出了一些方法,可以避免在进行精确变形监测测量时测量工具组几何变化的负面结果。
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Investigation of Stability of Precise Geodetic Instruments Used in Deformation Monitoring
Abstract Monitoring systems using automated electronic total stations are an important element of safety control of many engineering objects. In order to ensure the appropriate credibility of acquired data, it is necessary that instruments (total stations in most of the cases) used for measurements meet requirements of measurement accuracy, as well as the stability of instrument axis system geometry. With regards to the above, it is expedient to conduct quality control of data acquired using electronic total stations in the context of performed measurement procedures. This paper presents results of research conducted at the Faculty of Geodesy and Cartography at Warsaw University of Technology investigating the stability of “basic” error values (collimation, zero location for V circle, inclination), for two types of automatic total stations: TDA 5005 and TCRP 1201+. Research provided also information concerning the influence of temperature changes upon the stability of investigated instrument’s optical parameters. Results are presented in graphical analytic technique. Final conclusions propose methods, which allow avoiding negative results of measuring tool-set geometry changes during conducting precise deformation monitoring measurements.
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来源期刊
自引率
28.60%
发文量
5
审稿时长
12 weeks
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