Title of article :
Development of freezing–thawing processes of foundation soils surrounding the China–Russia Crude Oil Pipeline in the permafrost areas under a warming climate
Author/Authors :
Li، نويسنده , , Guoyu and Sheng، نويسنده , , Yu and Jin، نويسنده , , Huijun and Ma، نويسنده , , Wei and Qi، نويسنده , , Jilin and Wen، نويسنده , , Zhi and Zhang، نويسنده , , Zheng-Bo and Mu، نويسنده , , Yanhu and Bi، نويسنده , , Guiquan، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2010
Abstract :
The proposed China–Russia Crude Oil Pipeline (CRCOP) will be subjected to strong frost heave and thaw settlement of the surrounding soil as it traverses permafrost and seasonally frozen ground areas in Northeastern China. The freezing–thawing processes, the development of the maximum frozen cylinder in taliks and thawed cylinder in permafrost areas, and the variations in the maximum freezing depths under the pipeline in taliks and thawing depths in different permafrost regions near Moʹhe station, the first pumping station in China, were studied in detail using numerical methods in this paper. The inlet oil temperature at Moʹhe station was assumed to vary from 10 to − 6 °C in a sine wave form during the preliminary design phase. Research results showed that the freezing–thawing processes of soils surrounding the buried pipeline had distinct differences from those in the undisturbed ground profile in permafrost areas. In summer, there was downward thawing from the ground surface and upward and downward thawing from the pipelineʹs surface once the temperature of the oil rose above 0 °C. In winter, downward freezing began from the ground surface but upward and downward cooling of the cylinder around the pipeline didnʹt begin until the temperature of the oil dropped below 0 °C. However, in the undisturbed ground profile, downward thawing from the ground surface occurred in summer and downward freezing from the ground surface and upward freezing from the permafrost table occurred in winter. The maximum thawing depths and thawed cylinder around the pipeline in warm permafrost enlarged with elapsing time and decreasing water content of the soils. In taliks, the maximum freezing depths and frozen cylinder around the pipeline kept shrinking with elapsing time and increasing water content of the soils. The freezing–thawing processes and development of the thawed and frozen cylinders around the pipeline were muted by any insulation layer surrounding the pipeline. Insulation had better thermal moderating on the heat exchange between the pipeline and the surrounding soils during the early operating period. But its role slowly weakened after a long-term operating. Research results will provide the basis for assessment and forecasting of engineering geological conditions, analysis of mechanical stability of the pipeline, foundation design, and pipeline construction and maintenance.
Keywords :
oil pipeline , Frost heave and thaw settlement , climate change , Frozen and thawed cylinders , Permafrost
Journal title :
Cold Regions Science and Technology
Journal title :
Cold Regions Science and Technology