No 4 (2025)

Articles

Express assessment of air quality in several settlements of Eastern Eurasia based on the results of snow geochemical studies

Parshin A.V., Cherednichenko A.E., Goryachev I.N., Ikramov Z.L., Trusova V.V., Kurina A.V., Kachor O.L.

Abstract

The features of atmospheric pollution in several settlements of various sizes, with significantly different levels of economic activity, located in different landscape and morphological conditions across a significant territory from the Ural Mountains to the Pacific Ocean have been studied. Students from the Siberian School of Geo-Sciences of Irkutsk National Research Technical University, coming from various cities, collected snowpack samples during the winter break, carried out sample preparation on-site, and then brought samples of snowmelt water and dry residue to the Institute's laboratories. The aim of detailed characterization of the atmospheric geochemical situation in each area was not set; the work is aimed at studying the possible ranges of technogenic and natural variability of concentrations of insoluble and soluble forms of pollutants in the air of industrial and background areas within the northeastern part of Eurasia, which is necessary for the development of a theoretical basis for ecological monitoring systems and assessment of the background state of natural and anthropogenic complexes within various projects of economic development of this vast and resource-rich part of Russia. Since the entire area considered is characterized by a long winter, the best way to integrally assess air quality is through studies of the snow cover. This work examined the chemical composition of the solid residue and snowmelt water and conducted a comparative assessment of median and limit concentrations among different sites. The authors consider snow geochemical surveying as the most promising method for studying background atmospheric states and assessing the impact of new and existing industrial facilities on it, which should become an integral part of the ecological support of economic activities in northern regions. However, the regulatory framework for such data is currently lacking, and new data on the snow geochemistry of various northern territories must be introduced into scientific circulation for its formation, as only on the basis of summarizing a significant volume of geochemical information can reliable and justified judgments be made regarding regional and local background issues, facts of its exceedances, and the significance of these exceedances. In addition to the direct data from various regions with different levels and types of load, among the important results are the factual assessments of the informativeness of various approaches to the methodology of snow geochemical studies.
Arctic and Antarctica. 2025;(4):1-32
pages 1-32 views

Study of creep in frozen soils using various deformation models

Tao D., Brushkov A.V., Safronov E.V., Cheverev V.G., Alekseev A.G., Gorbunova A.A., Mel'nikov M.I., Kuvaev V.A.

Abstract

The subject of the study is the long-term creep of frozen clay soils at negative temperatures. Unlike most previous works based on short-term tests, this study implements an approach based on long-term (8–20 days) laboratory study of the samples using the uniaxial compression method. The objects of the research are kaolin clay, alluvial sandy loam, and clay loam collected in the Marre-Sale area and Moscow. The goal is to quantitatively determine the parameters of the deformation behavior of frozen soils and to select the most appropriate model for their description. The stages of creep and the influence of structure on the rate of deformation are considered. The obtained data are compared with the results of approximating four deformation models – strengthening, power, Burgers, and Nishihara – for subsequent application in predicting the stability of engineering structures in permafrost conditions. The methodology includes long-term laboratory tests of frozen clay soils using the uniaxial compression method at a temperature of −5 °C with the use of the "IVK Mechanics-Thermophysics" complex. Six samples of kaolin clay and one sample each of sandy loam and clay loam were used. The results are approximated using four mathematical creep models. The scientific novelty of the work lies in the comprehensive experimental study of the creep of frozen soils of various compositions over an extended period and the quantitative comparison of the effectiveness of mathematical models for describing the rheological behavior of these soils. For the first time, under prolonged tests at a constant load, the experimental data were approximated using four models, which allowed for identifying their advantages and limitations. It was established that the strengthening models and the power model most accurately describe the deformation behavior of all soil types (R² " 0.99). The Burgers model shows satisfactory results but underestimates deformations in the later stages. The Nishihara model requires modification for an adequate description of the accelerated stage. The results obtained have practical implications for assessing the reliability of foundations in the permafrost zone and for improving the rheological models of frozen soils.
Arctic and Antarctica. 2025;(4):33-49
pages 33-49 views

Norilsk industrial ecological-geological system, its geocryological features, and anthropogenic impact on it

Vasil'chuk Y.K.

Abstract

Along with being one of the biggest northern industrial IEGSs globally, the Norilsk IEGS is also one of the most ecologically troublesome. One of the large-scale environmental disasters was the diesel fuel spill in Norilsk, which occurred on May 29, 2020, in the Kayerkan area of the city of Norilsk. The accident resulted in the leak of about 21,000 tons of diesel fuel. This disaster was one of the largest in the history of the Arctic: fuel entered the soil and nearby water bodies, including the Ambarnaya and Daldykan rivers, as well as Lake Pyasino, which is connected to the Kara Sea. The cause of the accident was the subsidence of the reservoir due to permafrost degradation, aggravated by the lack of timely repairs. The spill resulted in massive contamination of soil and aquatic ecosystems, destruction of fish populations, and accumulation of heavy metals in their livers. Norilsk Nickel is the largest industrial polluter in the Arctic. Norilsk Nickel enterprises annually emit about 1.7 million tons of harmful substances into the atmosphere, and the total volume of emissions in the entire Arctic zone of Canada in 2021 was 57 times less than Norilsk's annual emissions. In 2022, Norilsk accounted for 10.5% of all industrial emissions in Russia. Norilsk is located in a zone of continuous permafrost. In winter, the air temperature can drop to –60°C. Climate change and rising average annual temperatures in the Arctic lead to higher temperatures and even partial degradation of permafrost, which threatens urban infrastructure. Over the coming decades, a significant portion of the buildings in Norilsk will suffer due to foundation subsidence. By 2021, more than 40% of buildings in Norilsk had already been subjected to deformation. Palsa finds are known in the northernmost regions, including the vicinity of Norilsk and even in the northernmost regions of Taimyr. Technogenic seasonal injection frost blisters can form near Norilsk due to large water leaks. The paper summarizes the data characterizing the features of the technoedaphotope, technomicrocoenosis, technophytocoenosis, and technozoocenosis of the Norilsk industrial ecological-geological system and its technogenic transformation: a. The thickness of permafrost within the Taimyr engineering-geological megastructure is 600–1000 m. In most of the region, the average annual ground temperature varies from –11 to –13°C; b. The temperature regime of soils in the central part of Norilsk is characterized by positive dynamics of the average annual ground temperature from –7 (in the 1950s) to –3°C (in 2024); c. Palsa (heaving mounds of migration type) are found in the northernmost regions, including the vicinity of Norilsk and even in the northernmost regions of Taimyr; d. Large palsa are found on the southern edge of the Norilsk Plateau in the valley of the Turumakit River, as well as near the Dudinka town; e. Large syngenetic ice wedge ice was encountered in the high terrace of the Sabler Cape, in the basin of the Lake Labaz, near the Sopochnaya Karga Cape and near Dikson; f. The development of the edaphotope and its technogenic transformation within the Norilsk industrial EGS occurs under the active influence of cryogenesis. It was previously established that the distribution of heavy metals by the profile of contaminated soils changes depending on the source of pollution. In the case of predominance of aerotechnogenic input of pollutants, one clearly expressed maximum is observed in the surface organogenic horizon, and two maxima of accumulation of heavy metals in the soil profile are observed near waste disposal facilities; g. Technogenic transformation of the microbiocenosis of the Norilsk EGS is manifested in the low content of microbial biomass, due to the weakly developed vegetation cover in the city and the high level of heavy metals and other pollutants; h. Technogenic transformation of the zoocenosis has the greatest impact on the number of tundra populations of wild reindeer, which is declining due to overhunting, poaching and the growth of the wolf population, as well as the construction of linear structures and the extension of navigation periods on rivers; i. Technogenic transformation of the phytocenosis of the Norilsk EGS is explained by the poorly developed vegetation cover in the city, unfavorable physical and chemical properties of the soil and, above all, the high level of heavy metals and other pollutants.
Arctic and Antarctica. 2025;(4):50-88
pages 50-88 views

The incomartability of the theory of quaternary continental glaciation with the physical properties of ice sheets

Krapivner R.B.

Abstract

The subject of research is the glacial theory, the only one of the global geological ideas put forward at the dawn of science (in the first quarter of the 19th century) that has survived to this day. According to this theory, in the recent geological past, a significant part of the mainland was covered by glaciers, whose geological activity was reflected in the structure of the relief, the upper part of the sedimentary cover, and the distribution of near-surface deformation structures. Since the practical needs of geology outpaced the development of glaciology as a science, the main provisions of the emerging glacial theory were based on postulates with phenomenological justification at the level of geological science of the second and third quarters of the 19th century. Important details of the physical properties and the true cause of the movement of glacial ice were established by glaciologists only in the middle of the 20th century, when geological glacial theory received almost unconditional recognition by the sciences of the Earth. As a result, the compatibility of the postulates of glacial theory with the basic propositions of modern glaciology was not verified (inertia of thinking). The proposed article is devoted to this verification. Information is provided on the crystal lattice and physical properties of glacier ice, which cause its spontaneous movement and ability of the bedrock to resist this movement. Contemporary Russian and foreign scientific communities fully and unconditionally support the glacial theory, which is firmly established in all Earth sciences. Based on the existing paradigm of the Quaternary period, paleogeographic concepts are formed, geological mapping and landscape zoning are carried out, and scenarios for changes in the natural environment under various climate change trends are developed. Meanwhile, the existence of the lateral component of gravitational pressure of a glacier postulated by glacial theory and, as a result, the movement of the basal layers of the glacier along the planes of thrust faults, their large-scale sliding relative to the surface of the glacial bed, as well as any manifestations of glaciotectonics with the formation of dislocations and allochthonous blocks of bedrock (detachments) contradicts the physics of glacial ice. A glacier does not deform or destroy obstacles in its path, but flows around them. The spontaneity of glacier ice flow is the main reason for its limited ability to erode deeply, which boils down to smoothing out the unevenness of the bed relief with polishing and hatching of its surface.
Arctic and Antarctica. 2025;(4):89-110
pages 89-110 views

Thermal conductivity of a two-layer snow cover

Galkin A.F., Zhirkov A.F., Pankov V.Y., Davidov D.G.

Abstract

The subject of the research is the functional relationship between the thermal conductivity coefficient of snow and its density in a layered structure of the snow cover with various types of snow. The purpose of the research: to determine the range of possible averaging of the thermal conductivity values of a two-layer snow cover, including granular snow and hoarfrost. To achieve this goal, a comparative assessment of the accuracy of formulas for determining the thermal conductivity coefficient of granular snow and hoarfrost was made, which, at the same density, differ in thermal physical characteristics due to varying structures. Well-known linear formulas by Pavlov, Sulakvelidze, and Chernov for hoarfrost and granular snow were used for comparison. The influence of temperature on snow properties was not considered. The two-layer snow cover was regarded as a medium with arbitrarily varying layers in height, the thermal conductivity of each of which is defined by different formulas. To obtain the average thermal conductivity coefficient, the concept of a weighted average parameter was used. In this case, it is the sum of the products of the thermal conductivity coefficient of each layer by its thickness, divided by the thickness of the entire snow cover. The overall formula includes an arbitrary ratio of the layers in the snow cover. As a result of the analysis of variant calculations, the following patterns emerging from the averaging of the thermal conductivity coefficient of the two-layer snow cover were established. When ignoring the presence of layers in the snow cover and calculating its thermal conductivity only according to the formula characteristic of granular snow, the maximum absolute error (depending on the ratio of layer thicknesses) does not exceed 50%. When calculating using the formula characteristic of hoarfrost, the maximum absolute error is approximately twice as large and amounts to almost 100%. The scientific novelty of the research lies in establishing a general quantitative pattern of change in the error of calculating the thermal conductivity coefficient of layered snow cover when using formulas derived for granular snow or only according to formulas characteristic of hoarfrost. The results of variant calculations of the errors that arise when not accounting for the layered structure of the snow cover and when considering layering using the weighted average thermal conductivity coefficient are presented in the form of 2D and 3D graphs, allowing for a visual confirmation of the validity of the conducted research and the conclusions drawn.
Arctic and Antarctica. 2025;(4):111-123
pages 111-123 views

The seasonal thawing depth patterns at calm sites in the Upper Kolyma Highlands

Abramov D.A., Mikhailova A.A., Zemlianskova A.A., Makarieva O.M., Ostashov A.A., Nikitina P.A.

Abstract

The object of the study is the spatial and temporal changes of ground seasonal thawing depth in the Upper Kolyma Highlands, as well as its dependence on various natural factors, such as air temperature, snow accumulation, moisture content and sediment composition, terrain microrelief, and the association with a particular landscape type. Given the degradation of permafrost due to climate change, this topic is important not only from a scientific but also a practical perspective. The seasonally thawed depth affects the choice of construction method when designing engineering structures in the cryosphere and its change can negatively affect their operation. This work is based on empirical data obtained from comprehensive geocryological studies. Field measurements included observations at two sites using the Circumpolar Active Layer Monitoring program (CALM), and microzoning of the sites based on surface-sediment heat exchange conditions. The physical properties of the sediments were determined using field and laboratory methods. Meteorological data were collected based on the authors' own observations of air temperature and snow cover height, as well as the weather stations monitoring network. Differences in seasonal thaw patterns were identified at two sites with similar landscapes, located 20 km apart. These differences are related to the high variability of climatic condition in the mountainous region. At the beginning of the thaw period, the coefficient of variation at the sites is 0.25, decreasing to 0.16–0.20 by September. Peat thickness affects the seasonally thawed depth. Regional formulas have been developed that allow to determine active layer depth for any period based on the sum of positive degree hours. For the poorly studied Upper Kolyma Upland, these results provide a better understanding of the patterns of the spatial and temporal changes of permafrost regime.
Arctic and Antarctica. 2025;(4):124-140
pages 124-140 views

Quantitative assessment and projections of permafrost temperature in the Magadan region using the GIPL2.0 model

Nesterova N.V., Zemlyanskova A.A., Abramov D.A., Nikitina P.A., Zhunusova O.R., Shikhov A.N., Makarieva O.M.

Abstract

Recently, Russia has seen an increase in permafrost temperatures, facilitating the development of hazardous geocryological processes. Estimates of climate change impacts on permafrost are often uncertain due to the lack of observational data, therefore mathematical modeling has become the primary method for studying geocryological conditions. The research objective was to evaluate the feasibility of the model GIPL2.0 for predicting permafrost characteristics in the mountain permafrost of the North-East. We utilized unique data from the regional permafrost monitoring network of the Magadan Region. The relevance of this study is confirmed by the need to consider risks and adapt permafrost regions to projected climate change. The verification of GIPL2.0 model was performed using ground temperature data from two boreholes for the period 2022–2025. A forecast of ground temperature and maximum thaw depth up to 2040 was produced based on data from the AMIP-LFMIP-rmLC experiment of the CMIP6 project. The model was verified to a depth of 10 m. The calculated ground temperature satisfactorily matches observations to a depth of 5 m. Deviations are due to uncertainties in determining the physical properties of the rocks and the impact of hydrological processes on profile heat dynamics, which are not described by the model algorithm. According to the climate change forecast, air temperatures in the upper reaches of the Kolyma River basin will increase by 0.9°C every five years. Projections of ground temperatures through 2040 at two boreholes showed that temperatures will increase at all depths, particularly in the sub-1-meter layer by 2–3°C. The maximum seasonal thaw depth at the Goltsy borehole will exceed 2 meters, while at the Pereval Kulu borehole, despite the increase in ground temperature, it will not increase. The study emphasizes the need to use in-situ data to verify geocryological models to improve forecast accuracy.
Arctic and Antarctica. 2025;(4):141-158
pages 141-158 views

Engineering and Geological Justification of soil stabilization at Airports in the Arctic Zone of the Russian Federation (using the example of Murmansk airport)

Rod'kina I.A.

Abstract

The airport is a complex and especially responsible engineering structure. The construction of which can take place in any, very often difficult engineering and geological conditions. The tasks of a geological engineer include not only engineering and geological surveys and writing summary reports, but also recommendations on artificial management of soil properties so that they can be used in human engineering and economic activities. Quite often, when detecting soils unfavorable for construction, designers suggest cutting them off and replacing them with others, which is not always economically justified. However, it is possible to achieve stabilization of the soil base in less expensive ways: using methods of technical soil reclamation and engineering protection of territories. This article provides an engineering and geological justification for the use of technical land reclamation methods to stabilize the soil base during the reconstruction of an airport located in the Arctic zone in the absence of frozen soils in the base (using the example of Murmansk airport). Methodology of development of complexes of engineering protection of the airport territory Murmansk includes an analysis of regulatory documents, an analysis of the results of engineering and geological surveys, an analysis of methods of technical soil reclamation recommended in connection with the data of engineering and geological surveys, a design methodology, and positive experience in using solutions at similar facilities. Scientific novelty of the work:1) a methodology has been developed for the engineering and geological justification of the complex of engineering protection of the territory to stabilize the soil base of the airport territory. Murmansk for the construction and reconstruction of linear structures based on the analysis of regulatory documents, design decisions, engineering and geological information and the method of analogies; 3) a complex of engineering protection of the Murmansk airport territory aimed at stabilizing the groundwater base is substantiated.Conclusions: When stabilizing the soil base under the runway, taxiway, aprons, etc. of Murmansk airport, it is necessary to apply a complex of engineering protection of the territory, including mechanical, physico-chemical methods, as well as methods for stabilizing the soil base with geosynthetic materials. Based on the engineering and geological conditions of the territory and the features of airport construction (alkaline environment), the use of geocomposites from PVS raw materials will be optimal, which is also confirmed by the economic benefits.
Arctic and Antarctica. 2025;(4):159-176
pages 159-176 views

Creation of an engineering-geocryological model of Western Yamal as a basis for geocryological monitoring and forecasting.

Grebenkin S.I., Butakov V.I., Nikolaichuk E.V., Stolyarov V.I., Dugin I.V., Polonskii Y.I., Slobozhanina O.I., Sannikov A.O.

Abstract

In the unique and highly variable territories of the Arctic, average annual air temperatures have been rising over the past few decades, which affects the increase in the depth of seasonal thawing of permafrost, activates thermokarst processes, and leads to changes in the bearing capacity of soils. As a result, the tasks of developing technical solutions for the therm stabilization of foundations, geocryological and geotechnical monitoring, and engineering-geocryological forecasting of territories come to the forefront. One of the main methods for observing the temperature regime of soils is the establishment of permanent thermometric boreholes, which allow for the assessment of both annual and multi-year temperature fluctuations. Based on this principle, the State Background Monitoring System is being created in Russia. However, the state of the temperature regime of the upper layers of the cryolithozone can also be assessed through numerous temperature measurements in boreholes during engineering surveys. The presence of hundreds of measured boreholes allows for the elimination of erroneous values using statistical methods and obtaining a distribution of values across the entire studied area. The article describes methodological approaches to creating a digital model of the upper layers of the cryolithozone in Western Yamal, based on the method of matrix zoning using statistical data processing methods and regression-correlation analysis to identify dependencies between the parameters of relief, landscapes, and the geological environment. The model is based on data from engineering surveys as well as data from remote sensing methods. The proposed approach allows for a comprehensive analysis and monitoring of the state of frozen layers in the territory, as well as the identification of technological and economic complexities during the design and operation of structures. Based on the obtained data, patterns were established for the interpolation and extrapolation of engineering-geocryological conditions in areas with insufficient degrees of study. As a result, a model database was formed with characteristics necessary for conducting thermal engineering forecasts using numerical methods, on the basis of which a dynamic geoinformation model of permafrost conditions was created. The practical significance of the developed approaches lies in their versatility for application in planning activities in the cryolithozone. They can be effectively used in engineering surveys for the development of project documentation, conducting thermal engineering forecasts of soil temperatures at the design stage, as well as within the framework of geotechnical monitoring during the operation of facilities.
Arctic and Antarctica. 2025;(4):177-195
pages 177-195 views

Thermal resistance of snow cover

Galkin A.F., Pankov V.Y.

Abstract

The subject of the study is a snow cover consisting of an arbitrary number of layers of varying thickness and different snow densities. The thermal resistance of such a cover has been investigated. One of the key parameters in the study of the interaction of various engineering structures with snow is the thermal resistance of the snow cover. The aim of the work was to assess the accuracy of calculating the thermal resistance of a layered snow cover when averaging the snow density with depth. Two approaches to determining the thermal resistance of the snow cover have been considered: as a layered structure and as an equivalent homogeneous structure with a constant average density calculated as a weighted average. Classical formulas for determining the thermal conductivity coefficient based on the density of the snow cover—namely, the formulas by G.P. Abels and N.I. Osokin—were used for calculations of thermal resistance. A comparison of two calculation methods for computing the thermal resistance of the snow cover was carried out: as the sum of the thermal resistances of the layers and as a single-layer structure with weighted average density. The analysis of numerical and graphical data allowed for the following main conclusions. With a nonlinear relationship between the thermal conductivity coefficient and the snow density, the error increases with the increase in the compaction coefficient of one of the layers. For example, when the density of a layer doubles, the relative calculation error ranges from 20% to 30.0% and depends on the ratio of the thicknesses of the individual layers. It was established that when the compaction of one layer is less than 1.6 times, the use of the concept of "average snow cover density" in thermal calculations for determining the thermal resistance of the snow cover is quite acceptable. In this case, the error will not exceed the allowable value in engineering practice. With increased compaction, it is necessary to calculate the total thermal resistance of the snow cover as the sum of the thermal resistances of individual layers, as is customary in building thermal physics for determining the thermal resistance of enclosing structures. Further research should focus on determining the accuracy of thermal resistance calculations as the snow density depends on the layer thickness, as well as accounting for the influence of snow structure with constant density on the thermal conductivity coefficient. It is also of interest to compare these theoretical calculations with existing data from field observations.
Arctic and Antarctica. 2025;(4):196-207
pages 196-207 views

The results of using statistical and probabilistic methods for predicting HC hydrates in the Laptev Sea segment of the Arctic

Kharitonov A.L.

Abstract

The subject of this work is the analysis of the features of using statistical and probabilistic methods adapted for forecasting quasi-ellipsoid geomorphic heterogeneities with the presence of sedimentary hydrocarbon-saturated porous rocks (hydrocarbon hydrates and accumulations of natural gas) in the Laptev marine and coastal segments of the Arctic. The object of research in this work is hydrocarbon-promising quasi-elliptical structures in the sedimentary cover of the Earth's crust in the Arctic waters of the Laptev Sea. The relevance of this work is determined by the use of relatively inexpensive mathematical methods used for statistical and probabilistic forecasting of quasi-ellipsoid geomorphic heterogeneities of potential accumulation of hydrocarbon-containing hydrates and accumulations of natural gas, in conditions of reduced financial investments and expenses of oil and gas companies for geological exploration. Mathematical (probabilistic) forecasting methods are used as a methodology for searching for hydrocarbon hydrates and natural gas accumulations. The scientific novelty of the study lies in the fact that, based on the calculated values of statistical and probabilistic parameters, for the first time a list of hydrocarbon-promising quasi-ellipsoid geomorphological heterogeneities was formed for 48 and quasi-ellipsoid geomorphological heterogeneities in the Laptev Sea and adjacent coastal areas, based on three types of different geological and geophysical data. The conclusions of the study are that, as a result, statistical and probabilistic forecasting of zones of potential accumulation of hydrocarbon hydrates and accumulations of natural gas on the territory of the marine and coastal mainland parts of the Laptev Sea segment of the Russian Arctic was carried out. The practical significance of this work is related to the fact that as a result of the conducted research, it is possible to carry out marine seismic exploration and exploration drilling in certain hydrocarbon-promising areas.
Arctic and Antarctica. 2025;(4):208-226
pages 208-226 views

Isotopic and geochemical characteristics of composite wedges from the Batagay lower sand unit

Vasil'chuk Y.K., Budantseva N.A., Vasil'chuk A.C., Vasil'chuk J.Y., Slyshkina E.S., Ginzburg A.P.

Abstract

The study focuses on sand-ice wedges from the Batagay Lower Sand and their isotope-geochemical characteristics. The goal of this research is to characterize the isotopic and geochemical properties of composite sand-ice wedge (CW) in the Lower Sand sequence and compare them with similar wedges in the Upper Sand. Ice sampling from lower horizons of the Batagay sequence is extremely difficult due to active soil collapse above as a result of melting of highly ice-rich deposits and their fall from heights of 50–70 meters. Ice sampling of CW exposed in Lower Sand of Batagay slump was conducted on August 14, 2019. Samples were collected every 10–20 centimeters vertically using Makita and Bosch electric drills. Macrocomponent composition of CW ice was determined using a Stayer ion chromatograph. Oxygen and deuterium isotope composition measurements were performed in the CW ice at the Stable Isotope Laboratory of the Geography Faculty of Moscow State University using a Delta-V Plus mass spectrometer and a gas bench complex. The normality of distribution was tested using the Shapiro-Wilk test, Welch's t-test and the Mann-Whitney U-test. Overall, relatively low isotopic composition values were obtained for the CW ice, with δ18O ranging from –36.09 to –32.32 ‰ and δ2H ranging from –257.1 to –230.1 ‰. Very high dexc values, ranging from 22.5 to 42.4 ‰ were obtained for all ice samples. Statistical tests on the isotopic composition of the CW revealed significant differences in the distributions of δ18O and δ2H values in the upper and lower sands, while there were no significant differences in dexc values. The average mineralization value for CW in the Lower Sand was 332 mg / L. Calcium predominates among cations, averaging 66–97 mg/L, and sulfates predominate among anions, averaging 144–273 mg/L. The greatest variation among cations is noted for magnesium (2–255 mg/L) and among anions for nitrates (0.1–111.7 mg/l. A hypothesis has been proposed regarding the significant proximity in origin and, potentially, the formation timing of the CW of the Lower and Upper Sand layers of the Batagay sequence.
Arctic and Antarctica. 2025;(4):227-256
pages 227-256 views

Gas emission funnels as an object of geocryology (Part 3 "Local gas dynamic geosystems")

Khimenkov A.N., Stanilovskaya J.V.

Abstract

The object of study in this publication is local cryogenic gas-dynamic geosystems, the development of which leads to pneumatic explosions and the formation of gas emission craters. The subject of the research is cryogenic formations recorded in frozen rocks composing the gas emission craters discovered in northern Western Siberia. The authors provide a detailed examination of the cryogenic formations found in various elements of the craters, analyzing their structure, morphology, plastic, and brittle deformations. Special attention is given to the processes that could have led to the formation of certain cryogenic elements, such as ring structures, cellular ice, and fracture structures on the crater surfaces. Due to the insufficient study of many cryogenic processes recorded in the craters, analogies from other fields of technical and natural sciences were widely used. Currently, researchers are primarily focused on searching for hypothetical schemes linking the genesis of gas with the formation of gas emission craters. The authors of this work have shown that without considering the cryogenic factor, it is impossible to address the problem of pneumatic explosions in permafrost, even in the context of gas genesis. The main method used in this article is the analysis of scientific publications on the topic under consideration, as well as data from laboratory modeling conducted by the authors. The synthesis of the analyzed materials was carried out based on a geosystem approach. The novelty of the research lies in the justification of the cryogenic basis for the staged development of the gas dynamic geosystem in frozen rocks, which conditions the preparation for pneumatic explosions and the formation of gas emission craters. For the first time, four stages of development of the cryogenic gas dynamic geosystem in frozen rocks have been identified. The first stage is the initial formation of a gas-saturated zone with increased pressure of the subsurface gas, located at the base of the gas dynamic geosystem. The second stage is the formation of a transit zone for the redistribution of subsurface gas. The concluding stage is where the gas pressure at its upper part reaches values exceeding the strength of the overlying soils. The final stage of development of the cryogenic gas dynamic geosystem is the pneumatic explosion that forms the gas emission crater. The main conclusions of the conducted research are as follows: the processes preparing for the formation of gas emission craters are cryogenic. They are determined by the structural-textural features of frozen rocks, mass transfer processes, and phase transitions occurring within them, as well as their strength and deformation properties.
Arctic and Antarctica. 2025;(4):257-290
pages 257-290 views

Development of the Territory of the Chukotka Autonomous Okrug: A Geoinformation Analysis at the Settlement Level

Chernyshev K.A., Miryazov T.R., Bezverbnii V.A.

Abstract

The subject of the study is the spatiotemporal dynamics of land use intensity in the Chukotka Autonomous Okrug from 1959 to 2021. The object of the study is the settlement system of the Chukotka Autonomous Okrug as a key Arctic region of Russia, which underwent sharp demographic and socio-economic transformations in the 20th and early 21st centuries. The aim of the work is to assess changes in the development of the Arctic region's territory at the level of individual populated places using digital cartography methods. The results of the analysis of the territory development of the Chukotka Autonomous Okrug revealed three key stages during the period under review: a phase of extensive industrial growth and dispersed settlement (1959–1989), a stage of sharp demographic and economic contraction (1989–2010), and a modern stage of stabilization with population concentration in a limited number of centers. The methodology is based on the creation of a geodatabase for 160 populated places linked to data on their population size from the population censuses from 1959 to 2021. The analysis involved calculating population density, social density, and a territorial concentration index, as well as data visualization using heat maps. The novelty of the work lies in the application of geoinformatics and digital cartography methods for a detailed analysis of the territory development in an Arctic region over a period of more than sixty years, which revealed spatial shifts not always apparent when analyzing at the district level. It was found that by 2021, the settlement network had shrunk by 2.5 times compared to 1970, and the territorial population concentration index, after a decrease in the 1980s and 1990s, returned to the level of the 1970s. The obtained results may have practical significance for developing strategies for spatial development and adapting settlement systems in the Arctic regions of Russia. The conclusions confirm the high effectiveness of cartographic methods for the retrospective analysis of territory development in the extreme conditions of the Arctic.
Arctic and Antarctica. 2025;(4):291-305
pages 291-305 views

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).