Zhou Yalong, Wang Xu, Guo Chunxiang, Hu Yuan, He Fei, Liu Deren, Jiang Daijun
School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.
National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control, Lanzhou 730070, China.
Materials (Basel). 2022 Nov 28;15(23):8470. doi: 10.3390/ma15238470.
This study focused on the coupling heat transfer mechanism and the cooling efficiency of L-shaped two-phase closed thermosyphons (L-shaped TPCTs) in the wide subgrade of permafrost regions. Considering the fact that time-space dynamics change the effects of the air temperature, wind speed, and geotemperature, a coupled air temperature-L-shaped TPCT-subgrade soil heat transfer model was established using the ANSYS 15.0 software platform, and the rationality of the model was verified through measured data. The heat-transfer characteristics of the L-shaped TPCTs and the long-term thermal stability of the subgrade were studied under different inclination angles of the evaporator (α = 15°, 30°, 50°, 70°, and 90°). Then, the cooling effectiveness of a composite subgrade with TPCTs and an XPS insulation board was numerically calculated. The results show that the heat flux of the L-shaped TPCT was the greatest when α = 50°, and the heat flux reached the maximum value of 165.7 W·m in January. The L-shaped TPCT had a relatively good cooling effect on the subgrade as a whole when α = 50° and 70°, but the thawing depth at the center of the subgrade with L-shaped TPCTs reached 9.0 m below the ground surface in the 30th year. The composite subgrade with L-shaped TPCTs/vertical TPCT/XPS insulation board is an effective method to protect the permafrost foundation and improve the long-term thermal stability of the wide subgrade. The maximum heat flux of evaporation section of the L-shaped TPCT is 18.8% higher than that of the vertical TPCT during the working period of the TPCTs of the composite subgrade.
本研究聚焦于多年冻土地区宽幅路基中L型两相闭式热虹吸管(L型TPCT)的耦合传热机理及冷却效率。考虑到时空动态变化对气温、风速和地温的影响,利用ANSYS 15.0软件平台建立了气温-L型TPCT-路基土耦合传热模型,并通过实测数据验证了模型的合理性。研究了蒸发器不同倾斜角度(α = 15°、30°、50°、70°和90°)下L型TPCT的传热特性及路基的长期热稳定性。然后,对设置TPCT和XPS保温板的复合路基的冷却效果进行了数值计算。结果表明,当α = 50°时,L型TPCT的热流最大,1月份热流达到最大值165.7 W·m。当α = 50°和70°时,L型TPCT对整个路基具有较好的冷却效果,但在第30年,设置L型TPCT的路基中心融化深度达到地表以下9.0 m。设置L型TPCT/垂直TPCT/XPS保温板的复合路基是保护多年冻土基础、提高宽幅路基长期热稳定性的有效方法。在复合路基TPCT工作期间,L型TPCT蒸发段的最大热流比垂直TPCT高18.8%。