The thermal budget evaluation of the two-phase closed thermosyphon embankment of the Qinghai–Tibet Highway in permafrost regions

Abstract The two-phase closed thermosyphon (TPCT) is a passive high-performance thermal transfer device that can efficiently decrease the ground temperature. However, only a few studies focus on the quantization of working efficiency of thermosyphons. Thus, in this study, based on data obtained from an experimental TPCT embankment on the Qinghai–Tibet Highway from 2004 to 2012, the ground temperature fields of the TPCT embankment were obtained, and the horizontal and vertical ground temperature characteristics were analysed. The results showed that the TPCT embankment exhibited better thermal stability than that of a traditional embankment. The artificial permafrost table was elevated to or maintained at the original natural level due to the cooling effect of the TPCT. To quantitatively analyse the cooling effect of the TPCT embankment, a thermal budget evaluation method is proposed. The calculated results revealed the dynamic working state of the thermosyphon during its service period. The annual average energy of the TPCT transferred in a year was generally determined to be between 1500 MJ and 2000 MJ. The results of this study could provide a method to evaluate the TPCT embankments and provide technological support in designing the TPCT embankments in permafrost regions.

[1]  Yinghong Qin,et al.  Effects of diurnal temperature rhythm on the geothermal regime under the embankment in Qinghai–Tibet plateau , 2011 .

[2]  Zhizhong Sun,et al.  Application of the roadbed cooling approach in Qinghai-Tibet railway engineering , 2008 .

[3]  N. A. T︠S︡ytovich The mechanics of frozen ground , 1975 .

[4]  Wenbing Yu,et al.  Dynamic responses of Qinghai-Tibet railway embankment subjected to train loading in different seasons , 2012 .

[5]  Zhang Jianming,et al.  Numerical Analysis of the Critical Height of Railway Embankment in Permafrost Regions of the Tibetan Plateau , 2004 .

[6]  Pradit Terdtoon,et al.  Correlations to predict heat transfer characteristics of an inclined closed two-phase thermosyphon at normal operating conditions , 2000 .

[7]  Nathalie Mazet,et al.  An experimental and theoretical investigation of the transient behavior of a two-phase closed thermosyphon , 2003 .

[8]  D. Goering,et al.  Experimental validation of passive permafrost cooling systems , 2008 .

[9]  Shimin Zhang,et al.  Using perforated ventilation ducts to enhance the cooling effect of crushed-rock interlayer on embankments in permafrost regions , 2010 .

[10]  Guodong Cheng,et al.  A roadbed cooling approach for the construction of Qinghai–Tibet Railway , 2005 .

[11]  S. H. Noie Heat transfer characteristics of a two-phase closed thermosyphon , 2005 .

[12]  Y. Sheng,et al.  In-situ test study on the cooling effect of two-phase closed thermosyphon in marshy permafrost regions along the Chaidaer-Muli Railway, Qinghai Province, China , 2011 .

[13]  Long Jin,et al.  Laboratory investigation of the heat transfer characteristics of a two-phase closed thermosyphon , 2013 .

[14]  Y. Lai,et al.  Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions , 2009 .

[15]  Guo-yu Li,et al.  Permafrost warming under the earthen roadbed of the Qinghai–Tibet Railway , 2011 .

[16]  W Zhi,et al.  Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions , 2005 .

[17]  Ma Wei,et al.  Construction on permafrost foundations: Lessons learned from the Qinghai–Tibet railroad , 2009 .

[18]  Yuanhong Dong,et al.  Study on the height effect of highway embankments in permafrost regions , 2012 .

[19]  Mingyi Zhang,et al.  Numerical analysis for critical height of railway embankment in permafrost regions of Qinghai–Tibetan plateau , 2005 .

[20]  Zhizhong Sun,et al.  Numerical study on cooling characteristics of two-phase closed thermosyphon embankment in permafrost regions , 2011 .

[21]  Yuanming Lai,et al.  Study on long-term stability of Qinghai―Tibet Railway embankment , 2009 .

[22]  Amir Faghri,et al.  Thermal characteristics of a closed thermosyphon under various filling conditions , 2014 .

[23]  G. Cheng Permafrost Studies in the Qinghai.Tibet Plateau for Road Construction , 2005 .

[24]  Gordon E. Gooch,et al.  Performance of a thermosyphon with a 37-meter-long, horizontal evaporator , 1992 .

[25]  Liu Yongzhi,et al.  A review of recent frozen soil engineering in permafrost regions along Qinghai‐Tibet Highway, China , 2002 .

[26]  Zhizhong Sun,et al.  In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai–Tibet Railway , 2010 .

[27]  Long Jin,et al.  In-situ study on cooling characteristics of two-phase closed thermosyphon embankment of Qinghai–Tibet Highway in permafrost regions , 2013 .

[28]  Zhang Lu-xin,et al.  Thermosyphon technology and its application in permafrost , 2005 .

[29]  W. Ma,et al.  Characteristics and mechanisms of embankment deformation along the Qinghai–Tibet Railway in permafrost regions , 2011 .

[30]  Wang Shuangjie,et al.  Numerical simulation of cooling effect for heat pipe subgrade , 2005 .

[31]  Wu Zhi-gang Design Calculation of Heat Pipe Subgrade in Permafrost Regions of Qinghai—Tibet Plateau , 2006 .