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Determination of datum transformation parameters from terrestrial and satellite networks.

机译:确定来自地面和卫星网络的基准转换参数。

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摘要

In this dissertation, we have formulated a 2-D approach for determining the datum information parameters. The new method allows the translational parameters to be determined exactly, while the misalignment angle absorbs the distortions present in the coordinates. The amount of the distortions absorbed by the misalignment angle will depend on their magnitude. In addition, results obtained from investigating the effect of network configuration, point density, and network extent on the transformation parameters and their accuracies, showed that these factors affect only the misalignment angle and its accuracy.;We saw from this study that the perfect recovery of translational parameters is only possible when we use a four parameter model, in which three translations and one misalignment angle about the normal through the origin of the terrestrial network are involved. Since the positioning and orientation of a geodetic coordinate system was done via the origin of the terrestrial network, it is legitimate to use a four parameter model for determining the datum transformation parameters. A six parameter model could not allow perfect recovery of the translational perameters.;The data used in this study was simulated. Simulation was used for two reasons: (a) simulation gives appropriate data for investigating a particular problem; and (b) since we know what we have in our data, then we also know what we should expect to get from our computations. As a result, reasonable conclusions can be deduced when simulated data is used. The terrestrial and satellite "determined positions" were simulated. The random and systematic errors were simulated as well, and added to the coordinates so as to reflect the actual reality of terrestrial and satellite positions. Statistical tests were also performed on error estimates to assess that our software properly recovers the errors in the coordinates.
机译:本文提出了一种确定基准信息参数的二维方法。新方法允许精确确定平移参数,而偏心角吸收了坐标中存在的变形。偏心角吸收的变形量将取决于其大小。此外,通过调查网络配置,点密度和网络范围对转换参数及其精度的影响而获得的结果表明,这些因素仅影响未对准角度及其准确性。仅当我们使用四参数模型时才可能进行平移参数的转换,其中涉及通过地面网络原点的三个平移和一个围绕法线的未对准角度。由于大地坐标系的定位和定向是通过地面网络的原点完成的,因此使用四参数模型确定基准转换参数是合理的。六个参数的模型不能完全恢复平移的性能参数。使用模拟有两个原因:(a)模拟提供了用于调查特定问题的适当数据; (b)由于我们知道数据中包含的内容,因此我们也知道应该从计算中得到什么。结果,当使用模拟数据时,可以得出合理的结论。模拟了地面和卫星的“确定位置”。还模拟了随机误差和系统误差,并将其添加到坐标中,以反映地面和卫星位置的实际情况。还对误差估计值进行了统计测试,以评估我们的软件正确地恢复了坐标中的误差。

著录项

  • 作者

    Okia, Yafesi.;

  • 作者单位

    University of New Brunswick (Canada).;

  • 授予单位 University of New Brunswick (Canada).;
  • 学科 Geographic information science and geodesy.;Remote sensing.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 135 p.
  • 总页数 135
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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