Design effects on the accuracy of soil temperature measurements in thermometric wells
https://doi.org/10.37538/2224-9494-2025-4(47)-90-103
Abstract
Introduction. Temperature sensor systems installed in wells at various depths are widely used to monitor temperature conditions in permafrost soils. In this case, sensors are typically located inside special tubes protecting the equipment from mechanical and chemical impacts. However, design features of these tubes, such as material and diameter, can affect the efficiency of heat transfer from soil to the sensor and thus the accuracy of measurements. Moreover, the issue of thermal insulation for the above-ground part of the protective tube is relevant to eliminate the influence of air temperature on the readings of temperature sensors.
Aim. To determine the reliability of soil temperature values by depth depending on the thermometric well design; to develop the most optimal design of a thermometric well.
Materials and methods. The method involves analyzing archival survey and design documentation, as well as regulatory and other technical sources, conducting soil container experiments, and developing recommendations for taking into account the design parameters of thermometric wells when measuring the temperature of permafrost soils.
Results. The optimal design of a thermometric well is determined in experimental studies. Recommendations for amendments to SP 25.13330.2020 and State Standard 25358-2020 are provided.
Conclusions. For routine monitoring, protective PVC or steel tubes with a diameter of 57 mm should be used. The studies of the exact soil temperature in the seasonal thaw layer should consider the error caused by steel; otherwise, a PVC tube should be used. The head of the tube must be reliably thermally insulated.
About the Authors
P. M. SazonovRussian Federation
Pavel M. Sazonov, Sectoral Head, Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods, Center for Geocryological and Geotechnical Research, Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction, Moscow
Ryazanskiy ave., 59, Moscow, 109428, Russian Federation
e-mail: sazonov-pm@yandex.ru
I. A. Dymchenko
Russian Federation
Il’ya A. Dymchenko, Engineer, Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods, Center for Geocryological and Geotechnical Research, Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Graduate Student, JSC Research Center of Construction, Moscow
Ryazanskiy ave., 59, Moscow, 109428, Russian Federation; 2nd Institutskaya str., 6, bld. 1, Moscow, 109428, Russian Federation
e-mail: 89212002055i@gmail.com
A. A. Shcherbakova
Russian Federation
Anna A. Shcherbakova*, Engineer, Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods, Center for Geocryological and Geotechnical Research, Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Graduate Student, JSC Research Center of Construction, Moscow
Ryazanskiy ave., 59, Moscow, 109428, Russian Federation; 2nd Institutskaya str., 6, bld. 1, Moscow, 109428, Russian Federation
e-mail: shcherbakovaannaandreevna@gmail.com
References
1. SP 25.13330.2020. Soil bases and foundations on permafrost soils. Updated version of SNiP 2.02.04-88 [internet]. Available at: https://nav.tn.ru/cloud/iblock/e3c/e3c7844b0552e87b77df1ebc4b2e7474/SP-25.13330.2020-Osnovaniya-i-fundamenty-na-vechnomerzlykh-gruntakh.pdf. (In Russian).
2. State Standard 25358-2020. Soils. Field method of determining the temperature. Moscow: Standartinform Publ.; 2021. (In Russian).
3. <i>Gerashchenko O.A., Gordov A.N., Lakh V.I., Stadnyk B.I., Yaryshev N.A.</i> Temperature Measurements. Handbook. Kyiv: Naukova Dumka Publ.; 1984. (In Russian).
4. <i>Chekalyuk E.V.</i> Fundamentals of piezometry of oil and gas deposits. Kyiv: Gostekhizdat Publ.; 1961. (In Russian).
5. <i>Pavlov A.V.</i> Heat Exchange between Freezing and Thawing Soils and the Atmosphere. Moscow: Nauka Publ.; 1965. (In Russian).
6. <i>Kutasov I.M.</i> Effect of free thermal convection and protective tubes on the temperature field in boreholes. In: Heat flows from the crust and upper mantle of the earth: collection of articles. Moscow: Nauka Publ.; 1973, pp. 99–106. (In Russian).
7. <i>Gryaznova E.M.</i> The role of geotechnical monitoring in ensuring the operational reliability of buildings. Innovations and Investments. 2022;(4):143–144. (In Russian).
8. <i>Shein A.N., Leopold Ya.K.</i> Estimation of the error in measuring soil temperature in a borehole with iron and plastic casing. In: Inter Expo GEO-Siberia – XIX International scientific congress. International Scientific Conference “Subsoil Use. Mining. Directions and technologies for prospecting, exploration, and development of mineral deposits. Economy. Geoecology". Collection of materials. Vol. 2. Novosibirsk; 2023, pp. 73–77. (In Russian).
9. <i>Tulapin A.V., Rokos S.I., Dlugach A.G., Kulikov S.N., Belov M.V., Zhukov K.M., Petrov E.O., Prishchepenko D.V.</i> Hydrogeological factor and its possible influence on temperature measurements in boreholes (experience of thermometric studies in the waters of the East Siberian Sea). Relief and Quaternary formations of the Arctic, Subarctic and Northwest Russia. Proceedings of the annual conference on the results of expedition research. Issue 9. St. Petersburg; 2022, pp. 272–278. (In Russian).
10. <i>Sazonov P.M., Alekseev A.G.</i> Thermomechanical interaction of bored piles with permafrost soils. Foundations. 2022;(1):27–29. (In Russian).
11. <i>Kolybin I.V., Alekseev A.G., Sazonov P.M., Vinogradova S.A., Zorin D.V., Kisin B.F.</i> Development of regulations for geotechnical monitoring of large cities in the Arctic zone of the Russian Federation. Report on Scientific and Technical Work No. GR AAAA-B20-220121790069-7. Moscow; 2022. (In Russian).
Review
For citations:
Sazonov P.M., Dymchenko I.A., Shcherbakova A.A. Design effects on the accuracy of soil temperature measurements in thermometric wells. Bulletin of Science and Research Center of Construction. 2025;47(4):90-103. (In Russ.) https://doi.org/10.37538/2224-9494-2025-4(47)-90-103


















