利沃夫地区重力大地水准面模型的构建

IF 0.6 Q4 GEOCHEMISTRY & GEOPHYSICS
F. Zablotskyi, V. Maksymchuk, B. Dzhuman
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引用次数: 0

摘要

目前在乌克兰使用的1977年波罗的海高度系统,其起点是喀琅施塔得潮汐计的零点,由于距离参考高度的零点很远,并且难以适应卫星大地测量方法,因此已经过时。为了使乌克兰的高程系统成功现代化,有必要将其纳入欧洲联合水准网(UELN)。为了使任何现代高度系统充分发挥作用,即通过卫星方法确定依赖重力的高度,必须使用高精度的大地水准面模型。因此,在我国境内建立高精度的大地水准面区域模型是一项重要的任务。建立区域地球引力场模型的方法有很多,其中包括大地水准面模型,每种方法都有其优缺点。本文的目的是在利沃夫地区对stha方法计算区域重力场模型,特别是大地水准面重力模型进行检验,并评估其精度。初始数据采用国际重力局(BGI)提供的WGM2012自由空气重力异常∆g。在«Remove-Compute-Restore»程序中计算大地水准面重力stha模型,最高可达8度/阶。为了评估模型的准确性,将其与213点GNSS水准进行比较,并与模型EGM2008进行了360度/阶的比较。几何大地水准面模型和重力大地水准面模型之间总是存在差异,包括测量误差和测量误差、基准一致性、不同的地球动力效应等。分别得到了利沃夫地区大地水准面重力模型与几何模型之间转换的参数。该方法可用于建立乌克兰全境的高精度大地水准面模型,并与欧洲大地水准面EGG2015模型进行后续协调。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
On the construction of gravimetric geoid model on the Lviv region area
Baltic Height System 1977, currently used in Ukraine, the starting point of which is the zero of the Kronstadttide-gauge, isobsoletedue to the great distance from the zero-point of the reference height and the difficulty of adapting satellite methods of geodesy. For the successful modernization of the height system of Ukraine, it is necessary to integrate it into the United European Leveling Network (UELN). For the full functioning of any modern height system, namely to determine the gravity-depend heights by satellite methods, it is necessary to operate with a high-precision geoid model. Therefore, an important task is construction of a high-precision regional model of the geoid on the territory of our state. The rear many methods of constructing a model of the regional Earth’s gravitational field, including the geoid model, each of which has its advantages and disadvantages. The purpose of this article is to test the STHA-method for calculating the model of the regional gravitational field, in particular the gravimetric model of the geoid, on the territory of Lviv region and to assess its accuracy. Free air gravity anomalies ∆g from WGM2012 provided by the International Gravimetric Bureau (BGI) were used as initial data. The gravimetric STHA-model of the geoid was calculated with in the procedure «Remove-Compute-Restore» up to 8 degrees/order. To assess the accuracy of the model, it was compared with 213 points of GNSS leveling, as well as with the model EGM2008 up to 360 degrees/order. There are always differences between geometric and gravimetric geoid models duet or and ommeasurement errors, in consistencies in datums, different geodynamic effects etc. Respectively the parameters of the transition between gravimetric and geometric models of the geoid on the territory of Lviv region were also found. The proposed method can be used to build a high-precision model of the geoid for the entire territory of Ukraine with its subsequent coordination with the model of the European geoid EGG2015.
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来源期刊
Geofizicheskiy Zhurnal-Geophysical Journal
Geofizicheskiy Zhurnal-Geophysical Journal GEOCHEMISTRY & GEOPHYSICS-
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60.00%
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50
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