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An analysis on the optimal combination of geoid, orthometric and ellipsoidal height data.

机译:大地水准面,正高和椭球高度数据的最佳组合分析。

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摘要

The main objective of this research is to present a detailed analysis of the optimal combination of heterogeneous height data, with particular emphasis on (i) modelling systematic errors and datum inconsistencies, (ii) separation of random errors and estimation of variance components for each height type, and (iii) practical considerations for modernizing vertical control systems. Specifically, vertical control networks consisting of ellipsoidal, orthometric and geoid height data are investigated. Although the theoretical relationship between these height types is simple in nature, its practical implementation has proven to be quite challenging due to numerous factors that cause discrepancies among the combined height data. To address these challenges a general procedure involving empirical and statistical tests for assessing the performance of selected parametric models is developed. In addition, variance component estimation is applied to the common adjustment of the heterogeneous heights. This leads to an in-depth analysis of the effects of correlation among heights of the same type, provisions for computing non-negative variance factors, and the intrinsic connection between the proper modelling of systematic errors and datum inconsistencies with the estimated variance components. Additional numerical studies include the calibration of geoid error models (both regional and global), scaling the GPS-derived ellipsoidal height covariance matrix, and evaluating the accuracy of orthometric heights obtained from national/regional adjustments of levelling data. Ultimately, one of the main motivations for this work is embedded in the eminent need to introduce modern tools and techniques, such as GNSS-levelling, in establishing vertical control. Therefore, part of this research is aimed at bringing to the forefront some of the key issues that affect the achievable accuracy level of GNSS-levelling. Overall, the analysis of the optimal combination of the heterogeneous height data conducted herein provides valuable insight to be used for a variety of height-related applications.
机译:这项研究的主要目的是对异构高度数据的最佳组合进行详细分析,特别着重于(i)对系统误差和基准面不一致进行建模,(ii)随机误差的分离以及每个高度的方差分量的估计类型,以及(iii)现代化垂直控制系统的实际考虑。具体来说,研究了由椭圆,正交和大地水准面高度数据组成的垂直控制网络。尽管这些高度类型之间的理论关系本质上很简单,但由于多种原因导致组合高度数据之间存在差异,事实证明,其实际实施具有很大的挑战性。为了应对这些挑战,开发了一种通用程序,该程序涉及用于评估所选参数模型性能的经验和统计测试。另外,方差分量估计被应用于异构高度的通用调整。这导致对相同类型的高度之间的相关性的影响,用于计算非负方差因子的规定以及系统误差的正确建模与基准方差与估计方差分量之间的内在联系的深入分析。其他数值研究包括大地水准面误差模型的校准(区域和全局),缩放GPS衍生的椭球高度协方差矩阵,以及评估从国家/区域水准数据调整中获得的正高高度的准确性。最终,这项工作的主要动机之一是在建立垂直控制中引入现代工具和技术(例如GNSS找平)的迫切需求。因此,本研究的一部分旨在将影响GNSS水准仪可达到的准确度水平的一些关键问题放在首位。总体而言,本文进行的异构高度数据的最佳组合的分析提供了有价值的见解,可用于各种高度相关的应用程序。

著录项

  • 作者

    Fotopoulos, Georgia.;

  • 作者单位

    University of Calgary (Canada).;

  • 授予单位 University of Calgary (Canada).;
  • 学科 Geodesy.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 238 p.
  • 总页数 238
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 大地测量学;
  • 关键词

  • 入库时间 2022-08-17 11:43:44

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