Distribution and Degradation Processes of Isolated Permafrost near Buried Oil Pipelines by Means of Electrical Resistivity Tomography and Ground Temperature Monitoring: A Case Study of Da Xing’anling Mountains, Northeast China

Author:

Wu Gang123ORCID,Li Guoyu134ORCID,Cao Yapeng13,Chen Dun13ORCID,Qi Shunshun123ORCID,Wang Fei5,Gao Kai123ORCID,Du Qingsong123ORCID,Wang Xinbin1,Jing Hongyuan6,Zhang Zhenrong7

Affiliation:

1. State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China

2. School of Engineering Science, University of Chinese Academy of Sciences, Beijing 100049, China

3. Da Xing’anling Observation and Research Station of Frozen-Ground Engineering and Environment, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Daxing’anling 165000, China

4. College of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China

5. Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China

6. PipeChina North Pipeline Company, Langfang 065008, China

7. Daqing (Jiagedaqi) Oil Gas Transportation Branch, PipeChina North Pipeline Company, Jiagedaqi 165000, China

Abstract

Human engineering activities and climate warming induce permafrost degradation in the Da Xing’anling Mountains, which may affect the distribution of permafrost and the safety of infrastructure. This study uses the electrical resistivity tomography method, in combination with field surveys and ground temperature monitoring, to investigate the distribution and degradation characteristics of permafrost and influencing factors at a typical monitoring site (MDS304) near the China-Russia Crude Oil Pipeline (CRCOP). The results show that the isolated permafrost in this area is vulnerable to further degradation because of warm oil pipelines and thermal erosion of rivers and ponds. The isolated permafrost is degrading in three directions at the MDS304 site. Specifically, the boundary between permafrost and talik is on both sides of the CRCOP, and permafrost is distributed as islands along a cross-section with a length of about 58–60 m. At present, the vertical hydrothermal influence range of the CRCOP increased to about 10–12 m. The active layer thickness has increased at a rate of 2.0 m/a from about 2.4–6.8 m to 2.5–10.8 m from 2019 to 2021 along this cross-section. Permafrost degradation on the side of the CRCOP’s second line is more visible due to the river’s lateral thermal erosion, where the talik boundary has moved eastward about 12 m during 2018–2022 at a rate of 3.0 m/a. It is 2.25 times the westward moving speed of the talik boundary on one side of the CRCOP’s first line. In contrast, the talik boundary between the CRCOP’s first line and the G111 highway also moves westward by about 4 m in 2019–2022. Moreover, the maximum displacement of the CRCOP’s second line caused by the thawing of frozen soil has reached up to 1.78 m. The degradation of permafrost may threaten the long-term stability of the pipeline. Moreover, the research results can provide a useful reference for decision-makers to reduce the risk of pipeline freeze-thaw hazards.

Funder

the National Natural Science Foundation of China

the Strategic Priority Research Program of the Chinese Academy of Sciences

the Research Project of the State Key Laboratory of Frozen Soils Engineering

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference69 articles.

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