Understanding the influence of thermal properties and surface conditions on thermal modelling results at two permafrost sites

被引:0
作者
Ozeritskiy, Konstantin [1 ]
Hayley, Jocelyn L. [1 ]
机构
[1] Univ Calgary, Dept Civil Engn, Calgary, AB, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
permafrost thermal modeling; soil thermal properties; surface boundary conditions; snow cover effects; soil thermal conductivity; geotechnical forecasting; CONDUCTIVITY; SNOW; IMPACTS; ALASKA; SOILS; AIR;
D O I
10.1139/cgj-2024-0716
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study evaluates the thermal behavior of permafrost under varying surface boundary conditions at a specific site on the Yamal Peninsula, focusing on the impact of snow cover depth, wind speed, and soil thermal properties through onedimensional thermal modeling. For comparison purposes, a site at the Hudson Bay Lowland with lower snow accumulation was also included to assess the influence of differing snow conditions on thermal dynamics. The analysis highlights the sensitivity of thermal models to surface condition measurements, emphasizing that even small errors in snow cover estimation can significantly affect simulated ground temperatures. While soil thermal properties remain influential, their impact is comparatively less pronounced than variations in snow cover. Results indicate that inaccuracies in snow cover measurements, particularly during atypical winters, can lead to substantial deviations in modeled thermal fields. These findings underscore the importance of refining surface condition measurements to enhance the reliability of thermal modeling in permafrost regions.
引用
收藏
页数:19
相关论文
共 83 条
[1]  
Andersland O. B., 2004, Frozen ground engineering
[2]  
[Anonymous], 2008, Reference manual, 2D - version 9.0
[3]  
[Anonymous], 2016, KD2 Pro thermal properties analyzer operator's manual
[4]  
ASTM, 2019, D221619 ASTM INT, DOI [10.1520/D2216-19, DOI 10.1520/D2216-19]
[5]  
ASTM International, 2023, ASTM D5334-22: standard test method for determination of thermal conductivity of soil and soft rock by thermal needle probe procedure, DOI [10.1520/D5334-22, DOI 10.1520/D5334-22]
[6]  
Balland V, 2005, J ENVIRON ENG SCI, V4, P549, DOI [10.1139/s05-007, 10.1139/S05-007]
[7]   Evaluation of soil thermal conductivity models [J].
Barry-Macaulay, D. ;
Bouazza, A. ;
Wang, B. ;
Singh, R. M. .
CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (11) :1892-1900
[8]   Shrub expansion may reduce summer permafrost thaw in Siberian tundra [J].
Blok, D. ;
Heijmans, M. M. P. D. ;
Schaepman-Strub, G. ;
Kononov, A. V. ;
Maximov, T. C. ;
Berendse, F. .
GLOBAL CHANGE BIOLOGY, 2010, 16 (04) :1296-1305
[9]  
Brown R.J.E., 1965, CAN J EARTH SCI, V2, P15, DOI DOI 10.1139/E65-003
[10]  
Bureau de normalisation du Quebec (BNQ), 2017, CAN/BNQ 2501-500: Geotechnical Site Investigations for Building Foundations in Permafrost Zones