Construction of precise three-dimensional engineering control network with total station and laser tracker

IF 1.2 Q4 REMOTE SENSING Journal of Applied Geodesy Pub Date : 2022-04-28 DOI:10.1515/jag-2021-0021
Yinggang Guo, Zongchun Li, Hao Yang
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Abstract

Abstract In view of the defects of total station and laser tracker in the construction of three-dimensional control network, a construction method of three-dimensional control network is proposed by combining total station and laser tracker. Total stations and laser trackers are utilized separately to observe the control points according to the free-stationing method. In data processing, the weights of different types of observations of total station and laser tracker are reasonably determined based on the Helmert variance component estimation. The high-precision horizontal direction observations of total station, which are better than 0 . 5 ″ 0.{5^{\prime\prime }}, and the ultra-high-precision ranging observations of laser tracker, which are better than 10 μm, are effectively combined in order to obtain more precise adjustment results. The experimental results show that the positional precision of the combined adjustment is better than that of the adjustment results of a single measurement system, and the precision of three-dimensional control network can be further improved by employing Helmert variance component estimation to determine the weight reasonably.
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利用全站仪和激光跟踪仪构建精密三维工程控制网
摘要针对全站仪和激光跟踪仪在三维控制网络建设中存在的缺陷,提出了一种将全站仪与激光跟踪器相结合的三维控制网络的建设方法。全站仪和激光跟踪器分别用于根据自由站法观测控制点。在数据处理中,基于Helmert方差分量估计,合理地确定了全站仪和激光跟踪器不同类型观测的权值。全站仪的高精度水平方向观测结果优于0。5〃0.{5^{\prime\prime}},以及激光跟踪器的超高精度测距观测,优于10 μm有效组合以获得更精确的调整结果。实验结果表明,组合平差的位置精度优于单一测量系统的平差结果,采用Helmert方差分量估计合理确定权值,可以进一步提高三维控制网络的精度。
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来源期刊
Journal of Applied Geodesy
Journal of Applied Geodesy REMOTE SENSING-
CiteScore
2.30
自引率
7.10%
发文量
30
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