Analysis of “Kropiva”, “Ukrop”, “Artos” and “Basalt-M” aparatus standard deviation related to the catalog of geodetic points coordinates

T. Kravets, O. Polets, A. Shcherba
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Abstract

The aim of the article is to present the results of global navigation satellite systems (GNSS) and geographic information systems (GIS) analysis in military units on the example of software and hardware system (computer appliance CA) “Kropyva”, “Ukrop”, “Artos” and “Basalt-M”, in particular comparison of coordinates determination accuracy by devices in relation to the catalog of geodetic points coordinates and the list of points coordinates of special geodetic networks. Method. The research was carried out on the basis of available literature sources analysis on this subject and practical application of CA “Kropyva”, “Ukrop”, “Artos” and “Basalt-M”, comparison of coordinates definition accuracy and development of recommendations on their basis. Experimental studies of coordinate determination with the help of software without obstacles that would interfere with the passage of satellite signal, and with obstacles, on the basis of which the conclusions are based. Results. Theoretical, methodical and practical problems of using CA “Kropyva”, “Ukrop”, “Artos” and “Basalt-M” in troops for coordinates determining have been studied. The tendencies and prospects of the studied CA are analyzed, taking into account the devices error in the coordinates determining and the expediency of their use for topographic and geodetic support of units. A thorough analysis of four tools for coordinates determining was compared and performed. The ways of satellite navigation systems application and geoinformation systems in military units are presented, on the example of CA “Kropyva”, “Ukrop”, “Artos” and “Basalt-M”. The main tasks are substantiated. Experimental researches of coordinates determining by different CA are carried out, different time intervals of comparisons the data with the catalog of geodetic points coordinates are received. Scientific novelty. The need for this study is due to the fact that although PJSC “Kropyva”, “Ukrop” and “Artos” are authorated for use in the Ukrainian Armed Forces, and “Basalt-M” is in service, or actively used in units, including the Area Joint Forces (JF) operations, but anyone did not performed comparison of coordinate accuracy and application recommendations. There are no scientific works in Ukraine that would relate to the coordinates determining accuracy of the devices in relation to the catalog of geodetic points coordinates of special geodetic boundaries. The main emphasis of the study is on the peculiarities of the use of CA. Their analysis and prospects in the military sphere are carried out. Practical meaning. Based on the analysis of “Kropyva”, “Ukrop”, “Artos” and “Basalt-M” aparatus standard deviation in relation to catalog of geodetic points coordinates, recommendations for the use of tactical level commanders have been developed. The temporal features of PAC application and their influence on the coordinate determinating accuracy are singled out. The CA which is most expedient to apply is established. The results of the study are designed for unit commanders who can use them for more effectively performing of their combat missions.
“Kropiva”、“Ukrop”、“Artos”和“玄武岩- m”仪器标准偏差与大地测点坐标目录的关系分析
本文以计算机设备CA“Kropyva”、“Ukrop”、“Artos”和“玄武岩- m”等软硬件系统为例,介绍了全球卫星导航系统(GNSS)和地理信息系统(GIS)在军事单位的分析结果,特别是比较了与大地测量点坐标目录和特殊大地测量网点坐标列表相关的设备坐标确定精度。方法。本研究在对已有文献资料进行分析的基础上,结合实际应用CA“Kropyva”、“Ukrop”、“Artos”和“玄武岩- m”,比较坐标定义精度,并在此基础上提出建议。在无干扰卫星信号通过的障碍物和有障碍物的情况下,利用软件进行坐标确定的实验研究,并以此为基础得出结论。结果。本文研究了在部队中使用“Kropyva”、“Ukrop”、“Artos”和“玄武岩- m”进行坐标确定的理论、方法和实践问题。考虑到设备在坐标确定中的误差,以及它们用于单位地形和大地支撑的方便性,分析了所研究的CA的发展趋势和前景。对四种坐标确定工具进行了比较和分析。以“Kropyva”、“Ukrop”、“Artos”和“玄武岩- m”为例,介绍了卫星导航系统和地理信息系统在部队中的应用途径。主要任务得到了证实。进行了不同CA确定坐标的实验研究,接收了不同时间间隔的数据与大地测点坐标目录的比较。科学的新奇。之所以需要进行这项研究,是因为尽管PJSC“Kropyva”、“Ukrop”和“Artos”被授权在乌克兰武装部队中使用,而“玄武岩- m”正在服役,或在包括地区联合部队(JF)行动在内的单位中积极使用,但没有人对坐标精度和应用建议进行比较。乌克兰没有任何科学工作涉及确定设备与大地测量点目录、特殊大地测量边界坐标的准确性的坐标。重点研究了人工智能的特点,并对其在军事领域的应用进行了分析和展望。现实意义。根据对“Kropyva”、“Ukrop”、“Artos”和“玄武岩- m”装置相对于大地测量点坐标目录的标准偏差的分析,提出了战术级指挥官使用的建议。分析了PAC应用的时间特征及其对坐标确定精度的影响。建立了最合适的CA。这项研究的结果是为部队指挥官设计的,他们可以利用这些结果更有效地执行战斗任务。
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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