Three phase heat and mass transfer model for unsaturated soil freezing process: Part 2-model validation

被引:8
|
作者
Zhang, Yaning [1 ,2 ]
Xu, Fei [1 ]
Li, Bingxi [1 ]
Kim, Yong-Song [1 ,3 ]
Zhao, Wenke [1 ]
Xie, Gongnan [4 ]
Fu, Zhongbin [1 ]
机构
[1] Harbin Inst Technol, Sch Energy Sci & Engn, Harbin, Heilongjiang, Peoples R China
[2] Univ Minnesota, Dept Bioprod & Biosyst Engn, St Paul, MN 55108 USA
[3] Kimchaek Univ Technol, Sch Energy Engn, Pyongyang, South Korea
[4] Northwestern Polytech Univ, Sch Marine Sci & Technol, Xian, Shaanxi, Peoples R China
来源
OPEN PHYSICS | 2018年 / 16卷 / 01期
关键词
Saturations; soil freezing; validation; water content; pre-melted film; EVAPORATOR WETTABILITY; CORRUGATED TUBES; TURBULENT-FLOW; PHASE-CHANGE; WATER-FLOW; THERMOSIPHON; GASIFICATION; SIMULATION; TRANSPORT;
D O I
10.1515/phys-2018-0015
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
This study aims to validate the three-phase heat and mass transfer model developed in the first part (Three phase heat and mass transfer model for unsaturated soil freezing process: Part 1- model development). Experimental results from studies and experiments were used for the validation. The results showed that the correlation coefficients for the simulated and experimental water contents at different soil depths were between 0.83 and 0.92. The correlation coefficients for the simulated and experimental liquid water contents at different soil temperatures were between 0.95 and 0.99. With these high accuracies, the developed model can be well used to predict the water contents at different soil depths and temperatures.
引用
收藏
页码:84 / 92
页数:9
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