Long-term role of cooling the underlying permafrost of the crushed rock structure embankment along the Qinghai-Xizang railway

被引:42
|
作者
Wu, Qingbai [1 ,2 ,3 ]
Zhao, Hongting [1 ,3 ]
Zhang, Zhongqiong [1 ]
Chen, Ji [1 ,2 ]
Liu, Yongzhi [1 ,3 ]
机构
[1] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China
[2] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, Beiluhe Observat Stn Frozen Soil Environm & Engn, Lanzhou, Gansu, Peoples R China
[3] Univ Chinese Acad Sci, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
artificial permafrost table; climate change; crushed rock; long-term cooling role; permafrost temperature; Qinghai-Xizang railway; rock structure embankment; TIBET RAILWAY; NATURAL-CONVECTION; THERMAL REGIME; CLIMATE-CHANGE; PLATEAU; LAYER; CHINA;
D O I
10.1002/ppp.2027
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Understanding the long-term role of cooling the underlying permafrost of the crushed rock structure embankment (CRSE) along the Qinghai-Xizang Railway (QXR) is crucial for the railway's safe operation. The thermal regime of the permafrost under the CRSE is analyzed here using monitoring data of soil temperature from 2005 to 2015. The results show that the CRSE plays an important long-term role in cooling the underlying permafrost under the present climate change conditions; however, different types of CRSEs have different cooling effects. A U-shaped crushed rock embankment and a crushed rock berm embankment with debris rock revetment can maintain the cooling of the permafrost underlying the embankment under a future climate warming of 1.0 degrees C. Moreover, under an increase in air temperature of 0.5 degrees C, a crushed-based rock embankment and a crushed rock revetment embankment can maintain the cooling of the underlying permafrost when its mean annual ground temperature is below -1.0 degrees C. The long-term role of cooling the underlying permafrost of CRSEs indicates that the QXR must use reinforcing engineering techniques to ensure its safe operation and adaptation to a temperature increase of 1.5 degrees C.
引用
收藏
页码:172 / 183
页数:12
相关论文
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