用求解斜导数边值问题的有限元方法计算香港地区的详细拟曲面模型

IF 0.9 Q4 REMOTE SENSING
R. Cunderlík, R. Tenzer, M. Macák, P. Zahorec, J. Papčo, Albertini Nsiah Ababio
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引用次数: 0

摘要

在香港各地进行了新的重力和精确的水准测量,以使垂直大地基准现代化,目前是通过香港主基准(HKPD)中定义的水准基准高度来实现的。香港天文台的现代化工作涉及提供各种产品,包括新的详细大地水准面和拟大地水准面模型,以及新确定的水准基准的正等高和法向高度。在这项研究中,我们提出了重力准类地面模型的结果。计算详细的重力类地面模型的方法是基于有限元方法,在离散化的地球地形上直接在计算节点考虑斜导数边界条件的大地测量边值问题。在全球导航卫星系统(GNSS)调平基准上,重力拟面模型与几何拟面模型的结果吻合较好。重力和几何拟面高度差的标准差为±3.3 cm,与重力、调平和GNSS测量的预期精度相适应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A detailed quasigeoid model of the Hong Kong territories computed by applying a finite-element method of solving the oblique derivative boundary-value problem
Abstract New gravity and precise levelling measurements have been performed throughout the Hong Kong territories to modernize a vertical geodetic datum that is currently realized by heights of levelling benchmarks defined in the Hong Kong Principal Datum (HKPD). Modernization of the HKPD involved delivering various products, including new detailed geoid and quasigeoid models and newly determined orthometric and normal heights of levelling benchmarks. In this study, we present the result of gravimetric quasigeoid modelling. The method used to compute a detailed gravimetric quasigeoid model is based on the finite-element method to solve the geodetic boundary-value problem with oblique derivative boundary conditions considered directly at computational nodes on the discretized Earth’s topography. The result of a gravimetric quasigeoid modelling shows a good agreement with a geometric quasigeoid model at the Global Navigation Satellite System (GNSS)-levelling benchmarks. The standard deviation of differences between the gravimetric and geometric quasigeoid heights of ±3.3 cm is compatible with the expected accuracy of gravity, levelling, and GNSS measurements.
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来源期刊
Journal of Geodetic Science
Journal of Geodetic Science REMOTE SENSING-
CiteScore
1.90
自引率
7.70%
发文量
3
审稿时长
14 weeks
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