Geodetic Support Research Articles

Elbasan City's Local Geodesic Network Construction Using Gnss Surveys

This abstract describes how the city of Elbasan's local geodetic support network is being built using GNSSmeasurements, which will have a favorable effect on the city's economic and social development. The acquiredinformation will be used as a fundamental point of reference for all geodetic projects, as well as for engineering, urban,and scientific designs, as well as geological and geographical studies. In order to determine the three-dimensionalposition of the points in the official KRGJSH frame—which is based on the ETRF2000 reference frame of reference tothe European continental coordinate system ETRS89—as well as the official frame KRGJSH (Albanian GeodeticReference Framework), in which all the coordinates—it will be necessary to build the local geodetic support networkand implement GNSS (Global Navigation Satellite System) measurements.

ANALYSIS OF THE INFLUENCE OF EXTERNAL FACTORS ON THE DEFORMATION OF HIGH-RISE BUILDINGS IN THE PROCESS OF THEIR CONSTRUCTION AND OPERATION

During the construction and operation of high-rise buildings, their vertical axis changes its position in space. The greater the height of the structure, the greater the amplitude of oscillations. This causes problems of geodetic construction support and the need to monitor deformations during the operation of high-rise structures. In real conditions, part of the structures will be in the shade and their temperature will be lower than the structures that will be under the influence of solar radiation, the temperature of which will be much higher. Thus, the building will deform as a result of uneven thermal expansion, that is, it will bend. From DBN B.1.3-2:2010 "Geodesic works in construction". Also, during the geodetic provision of the construction and operation of high-rise buildings, changes in the temperature regime of building structures should be taken into account in connection with significant absolute values of changes in the geometric dimensions of the building as a result of thermal expansion, which significantly exceed the accuracy regulated by the regulatory document. The article examines and analyzes the influence of external forces on changes in the geometry of high-rise structures and focuses attention on solving the scientific problem of geodetic support for the construction and operation of modern high-rise structures under dynamic loads.

Analysis of the influence of external factors on the deformation of high-rise buildings in the process of their construction and operation

During the construction and operation of high-rise buildings, their vertical axis changes its position in space. The greater the height of the structure, the greater the amplitude of oscillations. This causes problems of geodetic construction support and the need to monitor deformations during the operation of high-rise structures. In real conditions, part of the structures will be in the shade and their temperature will be lower than the structures that will be under the influence of solar radiation, the temperature of which will be much higher. Thus, the building will deform as a result of uneven thermal expansion, that is, it will bend. From DBN B.1.3-2:2010 "Geodesic works in construction". Also, during the geodetic provision of the construction and operation of high-rise buildings, changes in the temperature regime of building structures should be taken into account in connection with significant absolute values of changes in the geometric dimensions of the building as a result of thermal expansion, which significantly exceed the accuracy regulated by the regulatory document. The article examines and analyzes the influence of external forces on changes in the geometry of high-rise structures and focuses attention on solving the scientific problem of geodetic support for the construction and operation of modern high-rise structures under dynamic loads.

Геодезичне забезпечення відновлення багатофункціонального комплексу ТРЦ «Нікольський» в місті Харків

The application of geodetic surveys is a vital aspect of assessing the destruction of buildings as a result of Russian armed aggression. The study compares Ukrainian and foreign research methods, highlights their advantages and disadvantages. The legislative framework for geodetic support for restoration of buildings on the territory of Ukraine has been analyzed. As international experience has shown, geodetic surveys are an effective tool for assessing the destruction of buildings as a result of military operations. The study is aimed at evaluating the structural integrity on the example of the shopping and entertainment center “Nikolskyi” in the city of Kharkiv. Geodetic methods used to assess structural damage are reviewed, and an overview of the results of these damage assessments is provided. It is investigated how geodetic surveys can be used to assess structural damage in buildings. The purpose of the article is the study of geodetic works and methods of geodetic support for restoration works of the shopping center building. To achieve the goal, the following tasks were performed: analysis of previous experience in this area; the choice of the method of geodetic provision of restoration works; presenting the results of geodetic measurements; interpretation of the obtained results. Method. To obtain research results, special methods are used: constructive and substantive analysis – for the formation of research directions; analytical methods – to process the results of the shooting; mathematical modeling – to determine the amount of destruction and damage to the building. A Leica Geosystems TCRP 1205 tacheometer and other geodetic equipment were used in the study to assess the structural integrity of the shopping center. The combination of geodetic measurements with the use of tacheometers is an important area of application of tacheometers in similar tasks. In addition, classical surveys, using total station geodetic measurements, were performed in conjunction with an automatic strain monitoring system to ensure the accuracy and reliability of the structural integrity assessment. Therefore, using the specified devices, it is possible to accurately measure and analyze the structural integrity of the shopping center. Scientific novelty and practical significance. The scientific novelty of the conducted research consists in the creation of modern approaches to geodetic support for restoration works of buildings that were destroyed as a result of military operations. Original methods of geodetic surveying and a modern instrument base from NVP “Navigation and Geodetic Center” are applied. The proposed geodetic studies demonstrate the effectiveness of using geodetic measurements to assess structural damage to buildings. Deformation values obtained with the help of geodetic studies helped determine the volumes and technology of restoration, which provides important information for engineering works. It has been shown that the use of electronic tacheometer measurements is a reliable and accurate means of determining damage levels and locations even in complex fracture locations. The Leica TCRP 1205 total station accurately measures angles and distances in a reflection-free mode to achieve the highest accuracy of work. In addition, the measuring technology that was applied at the object of research can be used for geodetic research during the detection of shifts and deformations of building structures. Future research could explore the application of geodetic measurements to other types of buildings or structures damaged by military action. In general, the studies carried out reinforce the potential and importance of geodetic measurements for restoration programs that are planned and will be planned in the near future.

Разработка методики определения параметров преобразования систем координат на основе метода нелинейного программирования первого порядка при сопровождении строительства зданий и сооружений

Objective: to analyze the advantages and disadvantages of existing nonlinear programming methods for solving problems of coordinate system transformation (SC). To consider the need to convert the coordinates of points from local SC to urban. To determine the possibility of using the generalized reduced gradient method to transform the coordinates of points located both at a distance between points of about 150 m and at a distance of about 1.5 km. Methods: the theoretical foundations of this method are revealed. Information is provided on the procedure for performing transformations of coordinate systems. The algorithm of the generalized reduced gradient (OPG) method is given. A study has been conducted on the transformation of coordinate systems of starting points from SK1 to SK2 using the OPG method. The requirement for the value of the mean square error (SQR) of determining the position of the starting points when converting them from one coordinate system to another is justified. Results: a check was performed on the possibility of applying the obtained transformation parameters to recalculate the coordinates of points from the local SC to the city SC. Based on the verification of the obtained transformation parameters, the possibility of using them to recalculate the coordinates of points located at a distance of about 1,5 km was revealed. The need for additional research on the application of the generalized reduced gradient method to solve coordinate system transformation problems has been identified. Practical significance: the necessity of transformation of coordinate systems in the field of construction of buildings and structures is shown. The possibility of applying the generalized reduced gradient method to transform coordinate systems is presented. Using this method will allow you to convert the coordinates of the starting points from the local coordinate system to the coordinate system of the city with geodetic support for the construction of buildings and structures of various categories.

Analysis of the geodetic support of the territory of the Dnistrovsky district of the Chernivtsi region

Current analysis of geodetic security of the territory of the Dniester region of the Chernivets region. It is stated that until 1940 Bukovina was located near the warehouse of Romania, therefore all geodetic surveys that were located on its territory at that time were according to the normative documents of this region. After the establishment of the Chernivets region, the establishment of geodetic surveys began on its territory, first under the Regulations of 1939, and then under the Regulations of 1954–61. The current DGM was prompted by the Regulations of 1998, which in 2013 were replaced by the Procedure for the State Geodetic Survey. The number of DGM points (by class) that falls on the territory of the region is covered, as well as the average density of points per 1 km 2 . An assessment has been made of the feasibility of creating maps and plans for the territory of the Dniester region. A note has been issued about the need to thicken the DHM on the territory of the region. As we have already noted, before the formation of Chernivtsi region, it was part of Romania. During this period, the 1st class triangulation was built in 1927–1962 by the Military Geographical Institute of Romania. After the liberation of the Chernivtsi region, the state geodetic network on its territory and on the territory of the present Dniester district, in particular, was built in accordance with the Regulations of 1939, this is triangulation of II, III and IV classes in the Chernivtsi–Mogilev-Podilskyi–Rybnytsia area, laid in 1945. by units of the VTS, triangulation of classes II, III and IV in the Botoshany area, laid in 1944 by units of the VTS, triangulation of II, III and IV classes in the area of Northern Bukovyna, laid in 1941 by units of the VTS. In 1954–61, new «Regulations on the construction of the state geodetic network of the USSR» were adopted. According to these Regulations, based on the existing network at that time, a new DGM was built on the territory of the present Dniester district. The following works were performed: – 2nd and 3rd class triangulation, 3rd and 4th class optical and radio ranging polygonometry in the Chernivtsi - Yedintsi area , laid out in 1965 by parts of the VTS; – 2nd, 3rd, 4th class triangulation, 3rd and 4th class light ranging and radio ranging polygonometry in the Khmelnytskyi – Vinnytsia – Kamianets-Podilskyi area , laid out in 1961 by the Parts of the VTS. In 1998, the «Basic provisions for the creation of the State Geodetic Network of Ukraine» were adopted, which in 2013 were replaced by a new normative document «The Procedure for the Construction of the State Geodetic Network». According to these two normative documents, a modern DSM was created and modernized on the territory of the Dnistrovsky district. Today, the total number of DGM points located on the territory of the Dnistrovskyi district is a total of 69 units of the corresponding class, of which: – 1st class – 7 points; – 2nd class – 13 points; – 3rd grade – 29 points. There are 20 units of 4th class points, which currently belong to digit geodetic networks. Keywords: national geodetic measure, geodetic security, geodetic measure, geodetic measure of density, astronomical-geodetic measure, average thickness of points, topographic map and plan.

Geodetic support for the construction of in-farm roads in rural settlements

The article is about the analysis of geodetic methods used to realize in-farm road projects. The issue of high-quality provision of geospatial data is considered in this paper. The authors compared two methods: using electronic total station, and GNSS technology in RTK mode. The paper presents the sequence of research and the results, and proposes the most effective method to ensure quality and save time during construction.

Optimization of methods of geodetic support for the construction of highways in the conditions of Northern Kazakhstan

Optimization of methods of geodetic support for the construction of highways in the conditions of Northern Kazakhstan

REMOTE ALIGNMENT FIXING DEVICE WITH VIZIR MARKS IN BASE LCD INDICATOR

The article substantiates the needs to increase the level of automation of methods and geodetic support of geometric parameters during the construction of buildings and structures. In particular, the method of alignment measurements is considered. This is widely used in determining deviations from the straightness and alignment of the installation of elements in engineering building structures, including hydraulic structures, as well as in the control of process equipment installations, rolling mills, conveyor lines, crane tracks, when monitoring precipitation. and deformations of techno objects. One of the methods of alignment measurements with the use of a visual-optical device – aliniometer and a sighting mark is considered; shortcomings of the instruments used, which are the reason for the low efficiency and effectiveness of the process of alignment measurements, are revealed. A comparative analysis of existing methods and means of gate measurements using various designs of instruments and electro-optical devices was carried out, as a result of which a design of a target mark and an electronic block diagram were developed using a liquid crystal indicator and mobile phones as a means of remote control and transmission of information in the measurement process. , which differs from analogues in small weight and size parameters, low energy consumption and cost, high efficiency and ease of use.

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

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.

The use of GIS technologies for the analysis of geodetic provision of the territory of the Dnistrovsky district of the Chernivtsi region

The existing geodetic provision of most of the territory of our country requires an increase in the number of points of the state geodetic network. In today's conditions, the analysis of the geodetic provision of the territory is extremely important and relevant. The latter is even more strengthened due to the implemented decentralization reform, which changed the administrative-territorial structure of the country. That is why it is necessary to carry out analysis, calculations, determine the features of spatial placement and distribution of both individual points of the DGM and geodetic support in general. The purpose of the study is the analysis of geodetic support using QGIS GIS of the territory of the Dnistrovsky district of the Chernivtsi region in conditions of decentralization. Methodology: GIS analysis methods were used to solve the problems that were formed in the work. Thanks to the software product QGIS, thematic layers were vectorized and based on them, maps were created, which allow to evaluate the existing geodetic support in the section of the newly created administrative and territorial units of the study area. Cartographic, statistical-mathematical, descriptive methods made it possible to determine the number and area of areas of territories that are characterized by inconsistency of geodetic support with regard to the requirements for the placement of DGM points for creating maps of the appropriate scale. Today, the geoportal of the State Government of Ukraine, the official website of decentralization is temporarily closed. Therefore, the use of GIS technologies in combination with topographic maps allows a slightly different approach to the analysis and assessment of the geodetic provision of the territory. The existence of separate, separate databases both at the state and regional levels makes it even more impossible to conduct an objective assessment. In view of the above, there is a need to analyze the topographic and geodetic support of the territory of Ukraine using GIS technologies. Research result: The number of geodetic points is 70 units, which is 26,4 % of the total number of points in the region (1st class – 7 units; 2nd class – 13 units; 3rd class – 29 units; digit geodetic network – 21 units). Vectorization of the objects characterizing the areas of inconsistency in the average density of DGM points was carried out. The total area is 600,6 km2 (28,3 % of the total area of the district). Thanks to QGIS, map sheets with a scale of 1 : 200 000 of the geodetic support of the territory as of the 60-s of the 20-th century were linked. The number of DGM points is 73 units. Moreover, 57 points have the same spatial arrangement in comparison with modern points. The correspondence of the geodetic support was considered and it was established that the area of the territory with indicators of non-compliance is 603 km2, which corresponds to 28.4% of the total area of the district. An assessment of the geodetic support of the territory was carried out, taking into account modern and lost points of land surveying. The area of non-conformity areas decreases from 600–603 km2 to 419,8 km2, which, as a percentage of the total area of the Dnistrovsky district, is a decrease from almost a third of the territory to its fifth part – 19,8 %. Scientific novelty: separate thematic vectorized polygonal layers of the territories of the settlements of the districts and modern territorial communities of the Dnistrovsky district of the Chernivtsi region were created, which made it possible, thanks to GIS technologies, to quantitatively determine the area of the territories, with the inconsistency of the geodetic support regarding the requirements for the placement of DGM points when creating cartographic materials of the appropriate scale. In this way, the inconsistency of the geodetic support of the territory of the Dnistrovskyi district with regard to the requirements of regulatory documents was established. Vectorization of areas of discrepancy in the average density of DGM points made it possible to quantitatively approach the assessment of geodetic support in terms of territorial communities. Solving the specified problem is possible thanks to the design and creation of additional points of DGM. The use of geodetic points that existed in the past years and their location can improve the geodetic support of the research area. Keywords: geodetic support, GIS, decentralization.

GEODETIC SEARCHES IN AGRICULTURE

Agriculture is a very complex and multifaceted industry that requires large investments - both money and effort. Agriculture can have different scales. Someone has a plot of land next to the house, and someone is a farmer and has several fields. Those who are far from this field of activity may naively assume that everything that is sown in the ground will surely grow and no analyzes and researches need to be carried out. However, this is far from the case. Especially when it comes to so-called commercial agriculture with large areas of land, workshops for production and processing of crops and other features. Geodetic works in agriculture have the following features: • large playgrounds; • distance from the city; • weak geodetic and geological study of the work areas; • a difficult situation with the coordinates of the plots and unsatisfactory accuracy of the initial data and materials for starting research. Geodetic surveys in agriculture are carried out in order to accurately determine the sown areas. Geodetic support allows you to determine the area of land plots, while taking into account the topography of the area, which is the basis for further effective use of resources and forecasting of yield. The article examines and analyzes the methods of performing geodetic works in agriculture.

Geodetic network for the construction of the high-speed railway line

Geodetic support for construction and operation of high-speed railways requires high-precision geodetic work both at the construction stage and during operation of the structure. Geodetic separation network, being the basis of mainline construction, requires special care and accuracy in measurements for its creation. The analysis of studies carried out in this field shows their insufficiency or incorrectness, and the comparison of current rules and regulations documents shows their contradiction. In the article, based on the results of existing scientific works, on the basis of the allowable standard values of outstanding lateral accelerations, the necessary accuracy of building a marking network for the construction of a railway line with speeds up to 400 km/h is calculated. On the basis of the analysis of existing regulatory documents of various countries engaged in high-speed rail traffic, the correctness of the obtained result has been proved. The imperfection of the Russian normative base in the field of construction of such objects is shown. Based on the findings, practical recommendations are given on methods for constructing a planned network for the construction of a high-speed highway and fixing its points, which can significantly reduce the cost and intensity of work on its creation, as well as directions for further necessary research in the field of geodetic support for the construction of high-speed highways.

Диагностирование и определение аномальных зон магистральных трубопроводов на подводных переходах с использованием цифровой модели рельефа

The article considers the issues of geodetic support for monitoring the technical condition of main gas pipelines underwater crossings (MGPUC). The purpose of the research is to increase the accuracy of determining the depth of the gas pipeline underwater crossings of main gas pipelines by taking into account the zones of faulty location of the pipeline (anomalous zones) and the bottom surface above MGPUC. The main problem of determining the technical condition of the gas pipeline underwater crossing is the difficulty of determining the depth of the gas pipeline due to the influence of external factors (soil, constructions and communications) on the measuring equipment (underwater trace detectors). The study indicates the accuracy of building digital elevation models (DEM) of the bottom, from which the calculation of the protective roll over the gas pipeline, which affects the determination of the technical state, and the causes of anomalous zones, as well as the ways of their determination. The variants of increasing the accuracy of calculating the depths of the gas pipeline location taking into account the DEM data are studied. The approach to definition of the method of spatial interpolation for construction of the bottom DEM according to the echolocation data depending on the surface curvature changes is offered. The authors note the interrelation of determining the criterion of technical condition of under-water crossing with the accuracy of DEM construction and determination of the spatial position of the pipeline. The proposed approaches are aimed at reducing the influence of the systematic part of the error and increasing the accuracy of the depth of occurrence, which is an urgent task.

Photogrammetric and geodetic control of laying work

Photogrammetric methods in building control with the development of modern technologies prove their effectiveness in comparison with geodetic ones. The construction and inspection of buildings, structures, complex equipment can be provided at each stage with the results of aerial surveys and the construction of three-dimensional models on their basis for high-quality control of processes. In the control and executive surveys of structures under construction, photogrammetric methods are also used as an alternative or as an addition to traditional geodetic surveys. Such a replacement is especially effective in geodetic support for the construction of unique structures of complex architecture. The article describes a detailed overview of the control procedure, stages of work and formulas for calculations. The results obtained indicate good convergence of geodetic and photogrammetric executive surveys and high-quality performance of geodetic works. And the rapid development of instrumentation and the improvement of photogrammetric measuring systems using digital technologies and machine vision make it possible to increase the accuracy of determining the position of points in images up to 0.1 mm. The issues considered in the article expand the range of tasks to be solved in the field of construction control.

О точности разбивочной сети для строительства высокоскоростной железнодорожной магистрали

Geodetic support for the construction and operation of high-speed railway lines requires high-precision geodetic work both at the construction stage and during the operation of the facility. The ge-odetic setting-out network, being the basis for the construction of the highway, requires special care and high measurement accuracy for its creation. An analysis of the studies performed in this area shows their insufficiency or incorrectness, and a comparison of current regulatory documents shows their inconsistency. In this article it is calculated on the basis of the results of existing scientific works what should be the required accuracy of building a planned setting-out network for the construction of a railway with speeds up to 400 km/h. The correctness of the result obtained has been proved based on the analysis of existing regulatory documents of various countries providing high-speed rail communication. Based on the findings, practical recommendations on methods for constructing a planned setting-out network for the construction of a high-speed railway and fixing its points are given, which can significantly reduce the cost and labor intensity of work on its creation. The imperfection of the Russian regulatory framework in the field of construction of such facilities as well as the direction of further necessary research in the field of geodetic support for their construction are shown.

Нормативно-правовое и картографо-геодезическое обеспечение изменения границ субъектов Российской Федерации

The paper analyzes international and national legal and technical acts regulating the establishment, modification and coding of territories and borders of various levels, regulating the issues of spatial reference of thematic information. UN documents, standards of the International Organization for Standardization ISO and the European Union NUTS are analyzed. The Russian legislation and by-laws on the state border, on the administrative borders of the 1st level (subjects of the Russian Federation) and the 2nd level within the subjects of the Russian Federation are considered. It is proposed to single out as a separate level 1+ territories and borders of federal districts that are not a new administrative-territorial division of the country, but participate in federal statistical observation. It is shown that the borders of the subjects of the Russian Federation are subject to changes, but the existing legislative regulation of the establishment, control and modification of the borders of the subjects of the Federation is clearly insufficient. The complexity of solving the problem of establishing, controlling and changing the borders of the subjects of the Russian Federation is illustrated by the history of the development, consideration and rejection of the draft federal law “On changing the administrative borders of the Subjects of the Russian Federation”. The procedure for establishing and changing borders, as well as issues of accuracy of geodetic and cartographic work in establishing, changing and displaying borders are considered. The shortcomings of the recommendations on geodetic support of the process of establishing the borders of the subjects of the Russian Federation in the letters of the Rosreestr are analyzed.

О некоторых содержащихся в Едином государственном реестре недвижимости ошибках и способах их устранения

Geodetic support of cadastral registration in Russia was a rather laborious task until recently associated with the need to perform measurements with inefficient tools, a significant amount of calculations and the formation of databases in the absence of specialized software and other reasons. In the unified state register of real estate (EGRN), today there are still errors that significantly complicate the process of forming new plots and lead to legal disputes between their owners. Therefore, many works of domestic and foreign researchers are devoted to the problem of detecting and eliminating such errors. However, when solving practical problems, there may be cases where legal disputes are caused by the content in the EGRN of many errors of various nature, leading to the seeming impossibility of establishing the truth in litigation. The article shows an example of such a problem and outlines methods to ensure its solution.

On the development of satellite geodetic networks using mobile monitoring and control stations

The article gives an overview of the structural elements of geodetic networks of various types. For satellite geodetic networks, a promising method of using mobile monitoring and control stations is considered. This method provides an increase in the reliability and stability of the orbital constellation, however, when implementing it, it is necessary to pay special attention to the issue of geodetic referencing of the antennas of mobile monitoring and control stations. The problem of geodetic support for the phased deployment of the GLONASS satellite radio navigation system is described. It is shown that the developed methods of geodetic work on the binding of trajectory tracking stations of artificial Earth satellites provide the necessary accuracy, but can be improved in the process of experimental work.

Большие данные в геодезическом обеспечении

The authors explore the problem of big data in the view of Earth sciences and spatial information. It is noted that the matter has existed since the beginning of space research. The conclusion is that this problem is subtle and is related to the level of developing computer technology and computational models. We analyze the issues of big data occurrence and its reasons. As one of the methods for working with such volumes, cloud computing is proposed. It is proved that spatial data make up the bulk of them. It is shown that streaming information processing methods give way to this technology. The impact of big data on surveying support is researched. The conclusion is made that modern geodetic support can be considered as applied and fundamental. Applied geodetic support is aimed at solving the corresponding problems and is connected with technological supplement. For it the big data issue is important, but not as significant as for fundamental geodetic support. In that level of research it is defined as an integrated set of technologies for which the mentioned matter is relevant. Fundamental geodetic support includes measurements, comprehensive analysis and calculations and is closely related to processing and analysis of big data. As a promising way for it, quantum computing is proposed.