SUN Bin-xiang, YANG Li-jun, WANG Wei, et al. Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe[J]. 2012, 33(3).
DOI:
SUN Bin-xiang, YANG Li-jun, WANG Wei, et al. Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe[J]. 2012, 33(3).DOI:
Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe
Convective heat transfer between the air and the pipe wall and evaporative heat removal from the surface of the soil bared in the small holes of the pipe wall are two modes of heat transfer in duct-ventilated embankments with perforated ventilation pipe. The effects of perforating ratio
wind velocity and water content on convective and evaporative heat transfer by the wall of the perforated ventilation pipe are analyzed. The formulae for heat transfer coefficients of convection and evaporation in the perforated ventilation pipe are obtained. The total cooling effect in duct-ventilated embankments during winter is mainly dominated by convective heat transfer due to weak evaporative cooling based on smaller unfrozen water in frozen soils. During warm time
the effect of convective heat transfer between the ambient air and the pipe wall may raise the temperature of the embankment soil
whereas the effect of evaporative cooling by the small holes of the pipe wall is significant due to large unfrozen water content in unfrozen soils
thus being able to partially or completely balance out the heating effect in the embankment due to convective heat transfer and to ensure the embankment stability.
Laboratory investigation on water evaporative cooling effect in embankment with perforated ventilation pipe
Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe
Experimental investigation on cooling capability of open crushed rock embankment enhanced by perforated ventilation pipe
Long-term cooling effect and deformation characteristics of a U-shaped crushed rock embankment in warm permafrost regions
Numerical simulation of convective heat transfer characteristics of a rough single fracture in granite
Related Author
ZHANG Jin-zhao
SUN Bin-xiang
LIU Qi
YANG Li-jun
WANG Shuang-jie
XU Xue-zu
LIU Qi
WANG Wei
Related Institution
Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions of Ministry of Communications, CCCC First Highway Consultants Co., Ltd
State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences
College of Construction Engineering, Jilin University
Shenyang Geological Survey Center, China Geological Survey
Beijing Institute of Geological & Prospecting Engineering