Geoid model validation and topographic bias

IF 0.9 Q4 REMOTE SENSING
L. Sjöberg
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引用次数: 0

Abstract

Abstract Recently a number of geoid campaigns were performed to verify different types of geoid and quasigeoid modeling techniques. Typically, GNSS-leveling was employed as an independent method, but in some cases zenith camera astronomic deflection data were also used in astrogeodetic determinations of the geoid and/or quasigeoid. However, due to the uncertainty in the topographic density distribution data (and thereby in orthometric heights), we conclude that neither GNSS-leveling nor astrogeodetic techniques can reliably verify differences between gravimetric geoid models at several centimeter levels in rough mountainous regions. This is because much the same topographic data are used both in the gravimetric geoid models and in their verifications by geometric and/or astrogeodetic geoid models. On the contrary, this is not a problem in verifying gravimetric quasigeoid models, as they are independent of the topographic density distribution, and so is the related normal height used in GNSS-leveling.
大地水准面模型验证和地形偏差
摘要近年来进行了一系列大地水准面运动,以验证不同类型的大地水准面和拟大地水准面建模技术。一般来说,gnss水准测量是一种独立的方法,但在某些情况下,天顶相机天文偏转数据也被用于大地水准面和/或准大地水准面的天文大地测量。然而,由于地形密度分布数据的不确定性(因此在正测高度),我们得出结论,无论是gnss水准还是天文大地测量技术都不能可靠地验证粗糙山区几厘米水平上重力大地水准面模型之间的差异。这是因为在重力大地水准面模型和几何和/或天文大地水准面模型的验证中使用了大致相同的地形数据。相反,这在验证重力类地面模型时不是问题,因为它们与地形密度分布无关,gnss水准测量中使用的相关法向高度也与地形密度分布无关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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