ANALYSIS OF THE IMPACT OF CONVERTING THE COORDINATES OF TURNING POINTS OF LAND PLOTS FROM THE SK-63 SYSTEM TO USK-2000 ON THEIR LINEAR PARAMETERS AND AREA

Ada Zuska, Y. Trehub, O. Yankin
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Abstract

With the introduction into use of the new state reference system USK-2000, the issue of converting the coordinates of the turning points of the boundaries of land parcels into USK-2000 arises, which is important for geodetic support of the design, construction of engineering structures, etc. The article examines the influence of the transformation parameters on the divergence of the linear parameters of the turning points from the SK-63 coordinate system to the USK-2000 system. The analysis of coordinates and linear parameters of land plots was carried out using conversion coefficients using the affine method according to formulas and compared with those calculated in the Digitals program. Regardless of the area and orientation of the land plot, the sum of increments of its coordinates is equal to zero in the SK-63 and USK- 2000 systems, while the area discrepancy depends on the size of the land plot. To clarify the actual area of a land plot on the physical surface of the Earth, which has a boundary length of more than 500 m, it is necessary to reduce to the reference surface the reference ellipsoid and the Gauss-Kruger projection plane. if the site was connected to the points of the state network.  The relevance of the work is to determine the influence of the transformation of the coordinates of the turning points of land plots in the USK-2000 system on linear parameters (coordinate increments, lengths between the turning points of borders) and the area of small land plots.  The goal of the work. Analyze the discrepancy of linear parameters and the area of land plots after converting the coordinates of turning points from the SK-63 system to the USK-2000 system in the Digitals program and by the affine method using formulas on specific examples. Research results can be taken into account when considering the issue of determining the area of land plots in the USK-2000 coordinate system up to 25 hectares. 
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用地拐点坐标由sk-63系统转换为sk -2000系统对其线性参数和面积的影响分析
随着新的国家参考系USK-2000的引入使用,出现了将地块边界拐点坐标转换为USK-2000的问题,这对于工程结构的设计和施工等大地测量支持具有重要意义。本文考察了转换参数对从SK-63坐标系到USK-2000坐标系的拐点线性参数发散的影响。根据公式采用仿射法对地块坐标和线性参数进行了换算系数分析,并与digitalprograms计算结果进行了比较。无论地块的面积和方位如何,其坐标增量之和在SK-63和USK- 2000系统中都等于零,而面积差异则取决于地块的大小。为了明确边界长度超过500 m的地球物理表面上地块的实际面积,有必要将参考椭球面和高斯-克鲁格投影平面约化为参考面。如果站点连接到国家网络的点。这项工作的意义在于确定USK-2000系统中地块拐点坐标变换对线性参数(坐标增量、边界拐点之间的长度)和小地块面积的影响。工作的目标。在digital程序中将SK-63系统的拐点坐标转换为USK-2000系统后,采用仿射法,结合具体实例的公式,分析了线性参数与地块面积的差异。在考虑确定USK-2000坐标系中25公顷以下地块面积的问题时,可以考虑研究结果。
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
European Journal of Spatial Development
European Journal of Spatial Development Social Sciences-Urban Studies
CiteScore
0.90
自引率
0.00%
发文量
0
审稿时长
40 weeks
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