RU2850815C1 - Automated measurement and remote data transmission system for geotechnical monitoring of gas production facilities - Google Patents

Abstract

FIELD: geotechnical monitoring.

SUBSTANCE: invention can be used for comprehensive aerospace and ground monitoring of gas production facilities. The claimed system of automated measurements and remote data transmission for geotechnical monitoring of gas production facilities consists of a remote control unit for satellite observations based on radar and optical survey data, a remote control unit for ground-based laser scanning of facilities, an automated parametric control unit, a surveying and geodetic control unit using classical methods, a monitoring server, and an automated operator workstation with a processor-based personal computer, which is connected to the channel-forming communication means of the monitoring server via channel-forming communication means. The system improves the accuracy and efficiency of geotechnical monitoring of ground surface movements and gas production facilities by eliminating "manual" measurements ensuring continuous monitoring at points of maximum stress/deformation through the implementation of an automated measurement and remote data transmission system that integrates aerospace and ground-based observations.

EFFECT: increase in the accuracy and efficiency of geotechnical monitoring of ground surface movements and gas production facilities.

1 cl, 6 dwg, 6 tbl

Description

The invention relates to means for geotechnical monitoring of industrial infrastructure facilities (hazardous industrial facilities and other facilities) and can be used for integrated aerospace and ground monitoring of gas production facilities with automated measurements and remote data transmission at gas fields.

A device for automated geotechnical monitoring of underground pipelines is known (see patent No. RU 2672243 C1, published November 12, 2018). The invention relates to diagnostic tools for the technical condition of pipelines and can be used for continuous monitoring of the technical condition of underground pipelines laid in harsh climatic and geological conditions. The technical result is achieved by the device being designed as a curved base secured to the pipeline using flexible fastening elements. A temperature sensor connected to a data logger, a strain gauge, and distribution and junction boxes are installed inside.

The disadvantage of the above technical solution is its limited scope of application - underground pipelines.

The prior art also knows a device for a satellite monitoring system for displacements of engineering structures using GLONASS/GPS satellite navigation systems (see patent No. RU 2467298 C1 published on 20.11.2012), which is the closest analogue having a purpose coinciding with the purpose of the invention - geotechnical monitoring. The system for satellite monitoring of displacements of engineering structures using GLONASS/GPS satellite navigation systems is designed to determine spatial displacements in order to provide early warning about trends in changes in the geometric parameters of a structure towards a critical situation. The technical result is achieved by using the GLONASS/GPS global navigation satellite system (GNSS). For this purpose, the device comprises a hardware and software complex of sensor and converting equipment, channel-forming communication means, a common information exchange bus; a base station with GLONASS/GPS receivers and channel-forming communication means; an object monitoring center, including: an automated operator workstation with a processor-based PC.

The disadvantage of the above technical solution is its limited application, due to the fact that only a satellite system is used for monitoring, as well as the impossibility of obtaining accurate spatial data of gas production facilities and, accordingly, monitoring changes in the state of this data (changes in the position of the earth's surface, spatial position and deformations of objects, soil properties).

The objective of the claimed invention is to create a system of automated measurements and remote data transmission that eliminates the above-mentioned shortcomings and enables geotechnical monitoring of gas production facilities.

The technical result of the claimed technical solution is to increase the accuracy and efficiency of geotechnical monitoring of earth surface movements and gas production facilities by eliminating measurements performed "in manual mode" and ensuring continuous monitoring at points of greatest stress/strain with the implementation of a system of automated measurements and remote data transmission with the integration of aerospace and ground-based observations.

The technical result is achieved due to the fact that at gas production infrastructure facilities a unified system of automated measurements and remote data transmission for geotechnical monitoring of gas production facilities (hereinafter referred to as the System) is used, consisting of elements designed to perform interconnected operational functions:

- a remote control unit for satellite observations based on radar and optical survey data (hereinafter referred to as the BDK (SN)), including: BDK (SN) control points, in particular, the reflective underlying and earth's surface of gas production facilities and other natural permanent reflectors, channels for receiving primary data (satellite autonomous channels), stacks of radar images obtained by radar interferometric survey from space, a hardware and software complex for primary data processing (BDK SN), in particular, a personal laptop or other portable device, for example, based on an Intel/AMD/Elbrus processor, equipped with specialized software for processing radar and optical images;

- a remote control unit for ground laser scanning of objects (hereinafter referred to as the BDK (NLS)), including: BDK (NLS) control points, namely, the reflective surface of gas production objects and reflective marks, channels for receiving primary data, a ground laser scanner, scanning stations, channel-forming communication means, a hardware and software complex for the primary processing of BDK (NLS) data, in particular, a personal laptop or other portable device, for example, based on an Intel/AMD/Elbrus processor, equipped with specialized software and connected to the scanner via Wi-Fi;

- an automated parametric control unit (hereinafter referred to as APCU), including: APCU control points containing sensors for monitoring inclination, settlement, stress-strain state of objects and their elements, sensors for monitoring the temperature of foundation soils, channels for receiving primary data - wired channels, including electrical ones, and Wi-Fi, a device for collecting and transmitting data, channel-forming communication means, a data collection and conversion station, which includes an LPWAN base station, a data collection cabinet, channel-forming communication means;

- a mine surveying and geodetic control unit using the leveling method (hereinafter referred to as the BMGC), including: BMGC control points, in particular, benchmarks of the mine surveying reference network and geodetic network, deformation marks, channels for receiving primary data (wired channels or Wi-Fi), a level, communication channels, including channel-forming communication means, a software and hardware complex for the primary processing of BMGC data;

- a monitoring server, including: a hardware and software complex with channel-forming communication means, wherein the BDK (SN) is connected via channel-forming communication means via communication channels with the channel-forming communication means of the monitoring server, the BDK (NLS) is connected via channel-forming communication means via communication channels with the channel-forming communication means of the monitoring server, the BAPK, including sensors for monitoring tilt, settlement and deformation of objects and their elements, sensors for temperature of the base soil, data collection and conversion stations with channel-forming communication means, is connected via channel-forming communication means via communication channels with the channel-forming communication means of the monitoring server, the BMGC is connected via channel-forming communication means via communication channels with the channel-forming communication means of the monitoring server;

- an automated operator workstation, including a personal computer (PC) based on an Intel/AMD/Elbrus processor, which is connected to the monitoring server using channel-forming communication means.

Satellite autonomous channels, LPWAN channels, GSM modems, flash drives, Ethernet cables, wired channels - fiber optics, twisted pair - are used as channel-forming communication means.

The technical result is achieved through the use of a System for geotechnical monitoring of earth surface movements and gas production facilities, during which observations/measurements are carried out, including continuous ones, of changes in the position of the earth's surface, the spatial position and deformations of objects, and the properties of the foundation soils, thereby ensuring an increase in the accuracy and efficiency of geotechnical monitoring compared to known technical solutions.

The implementation of the System allows for the integration of aerospace and ground-based observations, a reduction in the number of measurements performed manually using the leveling method, and continuous monitoring at points of greatest stress/deformation on the earth's surface of gas production facilities.

The features and essence of the claimed invention are explained in the following detailed description, illustrated by Figures 1-6:

Fig. 1 - Structural diagram of the System;

Fig. 2 - Layout of the elements of the BDK (SN) on a cluster of gas wells of the OGCF;

Fig. 3 - Layout of the stations and the course of the ground laser scanner at the gas well cluster of the oil and gas condensate field;

Fig. 4 - Diagram of the switching system of the BAPK at a cluster of gas wells of the oil and gas condensate field;

Fig. 5 - Layout of the USPD with integrated inclinometers on a cluster of gas wells of the oil and gas condensate field;

Fig. 6 - Layout of observation (measurement) points of the BMGC on a cluster of gas wells of the NGCF.

Fig. 1 shows a structural diagram of the System, in which the following designations are used:

1 - BDK (SN), including:

2 - reflecting the earth's surface and objects, including natural permanent reflectors,

3 - channels for obtaining primary data,

4 - optical photography (pictures) from space,

5 - radar interferometric survey from space,

6 - communication channels;

7 - hardware and software complex for primary processing of BDK (SN) data;

8 - BDK (NLS), including:

9 - reflective marks,

10 - reflective surface of objects, 3 - channels for receiving primary data,

11 - ground-based laser scanner located at scanning stations;

6 - communication channels,

12 - hardware and software complex for primary processing of BDK (NLS) data,

13 - BAPK, including:

14 - sensors for monitoring roll and sediment of objects and their elements,

15 - sensors for monitoring the stress-strain state of objects and their elements,

16 - soil temperature sensors for the foundation,

3 - channels for obtaining primary data

17 - data collection and transmission device,

6 - communication channels,

18 - data collection and transmission station,

19 - BMGC, including:

20 - deformation marks,

21 - benchmarks of the mine surveying network support and geodetic network,

3 - channels for obtaining primary data,

22 - level,

6 - communication channels,

23 - hardware and software complex for primary processing of BMGC data.

24 - monitoring server, 6 - communication channels,

25 - automated operator workstation with a PC based on an Intel/AMD/Elbrus processor).

The BDK (SN) is designed to perform remote area assessment of vertical displacements/deformations (along the z-axis) of satellite control points, including the reflective underlying and earth's surface of gas production facilities, including natural permanent reflectors (NPR), using data from series (stacks) of radar images obtained through channels for receiving primary data as a result of radar interferometric survey from space, and data from optical images obtained through channels for receiving primary data as a result of optical survey from space, transmitted via communication channels to the software and hardware complex for primary processing of BDK (SN) data, within the framework of which the identification of NPR and determination of their vertical displacements is carried out using interferometric processing of radar image data, combining data from radar and optical images to clarify the spatial position of NPR on the infrastructure of a gas production facility, while NPR of high coherence are concentrated on metal-intensive infrastructure of the field, in particular, such area objects as complex gas processing units (UKPG) and technological complexes, power transmission lines (PTL), pipelines, well pads.

Data from the BDK (SN) primary data processing software and hardware complex is transmitted via communication channels to the monitoring server, where areas with different deformation classes are identified. Each area is automatically given qualitative and quantitative characteristics based on the following parameters: EPO density; EPO coherence; EPO vertical displacement values (S, mm) and displacement velocity (V _s , mm/year). The BDK (SN) is used as a remote areal assessment method and is used in conjunction with ground-based measurements. The accuracy of observations/measurements in the BDK (SN) is as follows: radar image resolution no worse than 15 m, optical image resolution no worse than 10 m, and the number of images in a stack is at least 15.

The measurement (observation) error of vertical displacements/deformations of soil bases, foundations and structures of BDK (SN) objects complies with the requirements of regulatory documentation (GOST 24846, Rules for the implementation of mine surveying activities, approved by order of Rostekhnadzor dated 19.05.2023 No. 186).

The BDK (NLS) is designed for high-precision automated determination (at high speed) using a ground-based laser scanner via primary data acquisition channels of the spatial position and deformations of BDK (NLS) control points (reflective surfaces of objects, reflective markers). Primary data is transmitted via communication channels to the BDK (NLS) software and hardware system for primary data processing, where automated determination of the spatial position of gas production facilities and their elements and structures is performed to the required extent to generate a 3D image (scan) in the form of a point cloud with x, y, z coordinates.

Data from the software and hardware complex for primary data processing (GDS) is transmitted via communication channels to the monitoring server, where high-precision solid 3D models of objects are adjusted, 3D models of object deformations and their elements are constructed and adjusted, such as the difference between the scan of the gas production facility at each cycle relative to the scan of the zero or previous cycle, and areas of surface deformation of gas production facilities and their elements are identified with high accuracy. The required measurement accuracy is ensured by a scanning speed of 2 million scans per second, and by constructing a map of ground laser scanner stations at the gas production facility, taking into account its size, geometry, structural complexity, and redundancy of scanning scenes. The obtained scans are transformed into a unified coordinate system. Before each scanning cycle, the facility's reference geodetic network is coordinated to eliminate the influence of possible instability in the horizontal and vertical positions of the points on the scanning results. The measurement (observation) error of vertical displacements/deformations of soil bases, foundations and structures of large-scale mine survey facilities (NLS) complies with the requirements of regulatory documentation (GOST 24846, Rules for the implementation of mine surveying activities, approved by order of Rostekhnadzor dated 19.05.2023 No. 186).

The automated monitoring and control system (UACS) is designed for continuous automated monitoring with remote transmission of data on changes in the spatial position and stress-strain state of objects and their structures at the UACS control points located at points of greatest stress/potential displacement (sensors for monitoring inclination, settlement, and stress-strain state of objects and their elements) and automated monitoring of the temperature of foundation soils (sensors for monitoring the temperature of foundation soils). The UACS control points are predominantly wireless and equipped with removable mounts (e.g., surface-mounted) to simplify installation, increase the speed and efficiency of their installation and transfer (mobility), and are provided primarily with remote data transmission. For this purpose, the sensors (inclinometers, strain gauges) are interfaced via primary data acquisition channels with a data collection and transmission device (hereinafter referred to as a DCT); remote data transmission is carried out via communication channels (e.g., LPWAN) to a data collection and conversion station (including an LPWAN base station, a data collection cabinet, and channel-forming communication facilities). From the data collection and conversion station, the BAPK data is transmitted to the monitoring server via communication channels (satellite autonomous channels, wireless channels, and technological communication channels). The BAPK performs measurements continuously and automatically, with recording intervals ranging from several hours to several days.

The accuracy and error of measurements (observations) of vertical displacements/deformations of soil bases, foundations and structures of BAPK facilities comply with the requirements of regulatory documentation (GOST 24846, Rules for the implementation of mine surveying activities, approved by order of Rostekhnadzor dated 19.05.2023 No. 186).

The BMCG is designed to use a level to determine the spatial position and vertical displacement of BMCG control points (benchmarks of the mine surveying reference network and geodetic network, deformation marks) for the purpose of verifying observations from the Big Data Station (SN), Big Data Station (NLS), and the Big Data Station (BAPK). Via primary data acquisition channels (Wi-Fi, wired channels), the spatial position and vertical displacement data of the BMCG control points is transmitted to the BMCG hardware and software system for primary data processing. Measurements are then taken using a level and entered into the hardware and software system for primary data processing (using a personal laptop or other portable device such as a tablet). These measurements are then transmitted to the monitoring server via communication channels (e.g., a flash drive or Wi-Fi network). The measurement (observation) error of vertical displacements/deformations of soil bases, foundations and structures of BMGC facilities complies with the requirements of regulatory documentation (GOST 24846, Rules for the implementation of mine surveying activities, approved by order of Rostekhnadzor dated 19.05.2023 No. 186).

The monitoring server is located anywhere complex data processing occurs. Connected via communication channels to the operator's automated workstation, the monitoring server performs the following functions:

- maintaining an automated database, including primary observation/measurement data, processing results, and analytical information;

- mathematical processing of incoming data from the BDK (SN), BDK (NLS), BAPK, BMGC;

- calculation of controlled parameters, including continuous automated monitoring data;

- creation of 2D and 3D models of the object;

- creation of 3D models of object deformations;

- integration of data from the BDK (SN), BDK (NLS), BAPK and their verification using the BMGC data;

- determination and prediction of deviations of controlled parameters from limit values;

- creation (correction) of an information model of an object;

- analytical automated data processing;

- preparation of reports in automated mode;

- displaying a message on the screen about whether the limit values have been exceeded.

- archiving of received information from all control units and feedback with control units.

The communication channels used are autonomous satellite channels, LPWAN channels, wireless Wi-Fi communications, GSM modems, flash drives, Ethernet cables, and wired channels (fiber optics, twisted pair).

Information from the monitoring server is sent to the operator's automated workstation. The operator's automated workstation is designed for mathematical processing of measurement data received from all control units via channel-forming communication channels through the monitoring server, calculating dynamic parameters of the facility's state, generating messages and current reports, solving long-term problems (developing models of the facility's current and projected state), archiving information received from all System control units, and providing feedback to the control units.

Example of System implementation.

The operating conditions of the System using the example of a cluster of gas wells in the oil and gas condensate field are shown in Table 1.

The system is installed on elements of test objects (including a well pad for gas wells) of the oil and gas condensate field, the list of which is given in Table 2.

The composition and quantity of the elements of the BDK (SN), shown in Fig. 2, are presented in Table 3.

Observations (measurements) in the BDK (SN) were carried out based on the results of radar surveys from a satellite with interferometric data processing using the natural permanent reflector method. The results of observations (measurements) of the BDK (SN) made it possible to identify areas with different classes of deformations, with each area automatically given qualitative and quantitative characteristics by the following parameters: EPO density; EPO coherence; values of vertical displacements (S, mm) and displacement velocity (Vs, mm/year) of the EPO. The BDK (SN) was applied for remote areal assessment and was used in conjunction with ground-based measurements. Measurements using the BDK (SN) were carried out as follows. From the spacecraft, the radar artificially irradiates a fixed (observed) surface of the Earth with an electromagnetic pulse at different moments in time T1 and T2. Satellite sensors record the amplitude and phase of the reflected signal from reflecting surfaces (landscape and objects) characterized by a certain reflectivity. For ultrashort waves, the reflecting surface is the Earth's surface/the surface of objects. Radar survey systems are characterized by the following main parameters: radar wavelength, radiometric resolution, survey frequency, spatial resolution, survey swath width, survey angle range, and polarization. Radars use synthetic aperture radar (SAR), with SAR resolution ranging from 14 x 4 m for freely distributed space images to 1-3 m for commercial surveys. The observation (measurement) frequency of the BDK (SN) module is at least 5 annual observations during the snow-free period, with radar surveys occurring at least twice per month to ensure high-quality interferometric processing. Measurements of the Earth's surface and object displacements were conducted over the specified time period using information on the radar wavelength and phase shifts of the signal recorded by the satellite, for the T2-T1 time interval.

The composition and number of elements of the System in the BDK (NLS), shown in the layout diagram of the station locations, and the course of the ground laser scanner on the gas well cluster of the NGCF in Fig. 3, are presented in Table 4.

Observations (measurements) in the BDK (NLS) are implemented to determine the coordinates of points (at a rate of up to 2 million points per second) by measuring the angles and distances from the scanner to visible (reflective) points on the surface of the object with a laser beam and recording the corresponding directions (vertical and horizontal angles) with the subsequent formation of a three-dimensional image (scan) in the form of a point cloud. During the initial (zero) observation cycle and then at a specified frequency, but at least twice a year, an automated determination of the spatial position of gas production facilities and their elements was performed in the required volume to form a three-dimensional image (scan) in the form of a point cloud with x, y, z coordinates, the creation (correction) of high-precision solid 3D models of objects, the construction and correction of 3D models of deformations of objects and their elements (as the difference in the scan of the gas production facility at each cycle relative to the scan of the zero or previous cycle), the detection of areas of deformation of the surface of gas production facilities and their elements with high accuracy. The required measurement accuracy is ensured by a scanning speed of 2 million scans per second and the construction of a ground-based laser scanner station layout at the gas production facility, taking into account its size, geometry, structural complexity, and redundancy of scanning scenes. The acquired scans were transformed into a unified coordinate system. To this end, the facility's geodetic reference network was coordinated before each scanning cycle to eliminate the impact of possible instability in the horizontal and vertical positions of the points on the scanning results. The BDK NLS includes a ground-based laser scanner (RTC360) and a field-based personal computer (tablet) with specialized software (Leica FIELD application). The ground-based laser scanner consists of a laser rangefinder adapted for high-frequency operation and a laser beam scanning unit (a servo drive and a polygonal mirror or prism). The servo drive deflects the beam by a specified amount in the horizontal plane, while the entire upper part of the scanner (head) rotates. Scanning in the vertical plane is accomplished by rotating or tilting the mirror. During scanning, the direction of the laser beam and the distance to the object's points are recorded. The result of the NLS BDK operation is a raster image—a scan—in which the pixel values represent vector elements with the following components: the measured distance, the intensity of the reflected signal, and the RGB component characterizing the actual color of the point.

The transformation of scans (arrays of laser reflection points) into a single OXYZ object coordinate system is performed in the scanner using special software algorithms for the automatic recognition of special marked points (marks), the global or project coordinates of which are determined using a tacheometer or GPS.

Fig. 4 shows the switching diagram of the BAPK.

The composition and quantity of elements of the BAPK are presented in Table 5.

The BAPK implements the primary observation (measurement) method—recording the tilt angles and deformations of the surface of structures. Elements of the parametric control unit, primarily wireless, are equipped with remote data transmission to simplify installation and increase the speed and efficiency of their installation and transfer (mobility). For this purpose, sensors (inclinometers, strain gauges) are interfaced (integrated) with a data collection and transmission device (hereinafter referred to as a DCT) and provided with a removable mount (e.g., a surface-mounted type). Remote data transmission by the BAPK is ensured by the placement of equipment and the presence of channel-forming communication means, such as LoRaWAN, autonomous satellite channels, wireless channels, and technological communication channels. The data collection station for data transmitted wirelessly via LoRaWAN technology is located within a radius of no more than 1,500 m from the outermost sensor of the system. The BAPK performs measurements "continuously" in automatic mode, with data recording frequency ranging from several hours to several days. Remote data collection occurs at intervals ranging from one to several days, after which the data is transmitted to the monitoring server via communication channels. At the BAPK, the initial signals for measurements were recorded by three types of sensors:

Data collection and transmission device (hereinafter referred to as DCT) ZET 7000-EX with integrated inclinometer ZET 8954, designed to monitor changes in the angles of inclination of grillages (based on I-beams);

- USPD ZET 7000-EX with integrated inclinometer ZET 8954 and strain gauge ZET 8910 (6 pcs.) are designed to monitor the deformation of the gas pipeline (GS No. 3206 and GS No. 3207) in the area between the attachment to the wellhead equipment and the support on the grillage;

- ZET 7056 vibration meter (2 pcs.) is designed to monitor vibration velocities on the BKES support and at the base of the antenna support.

The BAPK measuring stations are located along the well line of gas well cluster No. 32. Two ZET 7000-EX data acquisition systems with integrated ZET 8954 inclinometers are installed on the grillages (based on I-beams) of each gas well.

In the central part of the KGS, which experiences the greatest precipitation due to the thawing of permafrost around the wells, four ZET 7000-EX USPDs with integrated ZET 8954 inclinometers are installed on the grillages of gas wells No. 3206 and 3207.

Three ZET 7000-EX strain gauges with integrated ZET 8954 inclinometers and ZET 8910 strain gauges are installed on the pipeline piping of gas wells Nos. 3206 and 3207 at points of greatest potential displacement (shift) to detect deviations in the two x- and y-axes and the stress-strain state of the pipeline piping. The strain gauges are evenly distributed along the pipe's generatrix (top, bottom, and sides) and oriented to ensure deformation monitoring along the pipe.

The antenna support is located on the site of cluster #32, is 14 meters high, and rests on four piles. The antenna support is a high-rise structure subject to challenges related to wind loads and permafrost dynamics. Four ZET 7000-EX data acquisition and control devices with integrated ZET 8954 inclinometers are installed on the antenna support: two each at opposite edges of the site at the 7- and 14-meter elevations to monitor antenna tilt. ZET 7056 vibration meters are installed: one at the antenna base (at the 0-meter level) and one on the BKES pile foundation.

Fig. 5 shows a diagram of the location of the USPD with integrated inclinometers on a cluster of gas wells of the NGKM.

Figure 6 shows a diagram of the placement of BMGC observation (measurement) points at a cluster of gas wells in the OGCF. The composition and number of BMGC elements are presented in Table 6.

To carry out measurements (observations) using classical methods, geometric leveling was performed at the BMGC using deformation marks located at the KGS No. 32 infrastructure facilities to verify measurements by all monitoring units. The number of deformation marks for which measurements were conducted does not exceed 30% of the number for current projects. Sections with different velocities (trends) of the monitored parameters were identified: 2 sections with different displacements (including sections with predominant settlement/heaving) using radar interferometry data. A field of displacement velocities (mm/year) was obtained for the entire site. Spatial superposition of BAPK and BMGC (classical method) data was performed. Correlation between the two data sets obtained in the BDK (SN), BDK (NLS), or BAPK Systems block and the BMGC was performed using standard spreadsheet tools. The correlation coefficient (R) of the data was calculated. The correlation coefficient (R) ranges from 0 to 1: the higher the correlation coefficient, the higher the correlation between the data. If R≥0.7, the correlation of the obtained data is high. If the data correlation is high, verification was confirmed by statistical methods. Statistical verification of the convergence of the data obtained in the BDK (SN), BDK (NLS), or BAPK, and the data obtained in the BMGC, was performed by comparing the statistics of the measurement samples by conducting a two-sample, two-tailed t-test with different variances of two data samples - one of the blocks: BDK (SN), BDK (NLS), or BAPK, and the classical BMGC method, using specialized software or standard spreadsheet tools. Based on the test results, the following condition was verified: T<t critical, P (expected probability)>0.05. As a result, the data of the studied method were verified.

Claims (11)

A system of automated measurements and remote data transmission for geotechnical monitoring of gas production facilities (hereinafter referred to as the System), consisting of: - a remote control unit - satellite observations based on radar and optical survey data (hereinafter referred to as RC (SN)), including: RC (SN) control points, channels for receiving primary data, stacks of radar images obtained by radar interferometric survey from space, optical images obtained by optical survey from space, channel-forming communication equipment, a hardware and software complex for the primary processing of RC (SN) data; - a remote control unit - ground-based laser scanning of objects (hereinafter referred to as the RC (GLS)), including: RC (GLS) control points, channels for receiving primary data, a ground-based laser scanner, scanning stations, channel-forming communication equipment, a hardware and software complex for the primary processing of RC (GLS) data; - an automated parametric control unit (hereinafter referred to as APCU), including: APCU control points containing sensors for monitoring inclination, settlement, stress-strain state of objects and their elements, sensors for monitoring the temperature of foundation soils, channels for receiving primary data, a device for collecting and transmitting data, communication channels including channel-forming communication means, a data collection and conversion station including an LPWAN base station, a data collection cabinet, and channel-forming communication means; - a block of mine surveying and geodetic control using the classical leveling method (hereinafter referred to as BMGC), including: BMGC control points containing benchmarks of the mine surveying reference network and geodetic network, deformation marks, channels for receiving primary data, a level, channel-forming communication equipment, a software and hardware complex for the primary processing of BMGC data; - a monitoring server, including: a hardware and software complex with channel-forming communication means, wherein: the software and hardware complex of the BDK (SN) is connected via communication channels with the channel-forming communication means of the monitoring server, the software and hardware complex of the BDK (NLS) is connected via communication channels with the channel-forming communication means of the monitoring server, the data collection and conversion station of the BAPK is connected via communication channels to the channel-forming communication facilities of the monitoring server, the BMGC hardware and software complex is connected via communication channels to the channel-forming communication facilities of the monitoring server, - an automated operator workstation with a processor-based personal computer, which is connected via channel-forming communication means to the channel-forming communication means of the monitoring server.