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Establishing a geodetic network for the purpose of setting-out facilities

机译:建立大地测量网络以进行放样

摘要

The thesis consists of theoretical and practical part. The theoretical part treats surveying workudduring the construction of buildings, old and new national coordinate system, the methods ofudmeasurement of horizontal coordinates, and the transformation of coordinate systems. Theuddescribed method of setting out is polar, paper also describes GNSS measurement method,udmethod for measuring horizontal angles and zenith distances, reduction of measured slopeudlengths, indirect adjustment of observations, which gives us the most likely value of theudhorizontal coordinates of points in the geodetic network. For the purpose of establishing audgeodetic network was necessary to calculate the local transformation parameters, so the thesisudalso presents transformation of coordinate systems. The practical part of the thesis relates toudthe calculation of local transformation parameters with application SitraNet and toudmeasurements, calculations and adjustment surveying networks. Based on the results ofudadjustment we compare coordinates of points of geodetic network, established by VRSudmethod of measurement, with the most likely values of the horizontal coordinates.
机译:本文由理论和实践两部分组成。理论部分论述了测量工作,建筑施工,新旧国家坐标系,水平坐标的测量,坐标系的转换。 描述过的放样方法是极性的,论文还描述了GNSS测量方法用于测量水平角和天顶距离的 udmethod方法,减小了测得的坡度 udlength,间接调整了观测值,这给了我们最可能的 horizo​​ntalontal值大地测量网络中点的坐标。为了建立网络,计算局部转换参数是必要的,因此本文还提出了坐标系的转换。本论文的实践部分涉及使用SitraNet计算局部转换参数,以及测量,计算和调整测量网络。根据调整后的结果,我们将通过VRS 测量方法建立的大地测量网络点的坐标与最可能的水平坐标值进行比较。

著录项

  • 作者

    Petrović Miroslav;

  • 作者单位
  • 年度 2011
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
  • 中图分类

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