Sensitivity analysis of temperature changes for determining thermal properties of partially frozen soil with a dual probe heat pulse sensor

被引:33
|
作者
Kojima, Yuki [1 ]
Heitman, Joshua L. [2 ]
Noborio, Kosuke [3 ]
Ren, Tusheng [4 ]
Horton, Robert [5 ]
机构
[1] Gifu Univ, Dept Civil Engn, 1-1 Yanagido, Gifu, Gifu 5011193, Japan
[2] North Carolina State Univ, Dept Soil Sci, Raleigh, NC 27695 USA
[3] Meiji Univ, Sch Agr, Tama Ku, 1-1-1 Higashimita, Kawasaki, Kanagawa 2148571, Japan
[4] China Agr Univ, Dept Soil & Water Sci, Beijing 100193, Peoples R China
[5] Iowa State Univ, Dept Agron, Ames, IA 50011 USA
基金
美国国家科学基金会;
关键词
Partially frozen soil; Thermal conductivity; Volumetric heat capacity; Dual probe heat pulse; Freezing characteristic; WATER EVAPORATION;
D O I
10.1016/j.coldregions.2018.03.022
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Determining thermal conductivity (lambda) and volumetric heat capacity (C) of partially frozen soils with a dual probe heat pulse (DPHP) sensor is challenging because an applied heat pulse melts ice surrounding the heater probe. Examining DPHP temperature changes with a commonly-used analytical solution that only accounts for heat conduction leads to inaccurate lambda and C estimates for partially frozen soils at temperatures between -5 degrees C and 0 degrees C. In order to determine lambda and C accurately and simultaneously, it is necessary to understand how various properties of partially frozen soil influence the temperature changes produced by DPHP sensors. The objective of this study is to determine the sensitivity of DPHP temperature changes to soil conditions and soil thermal properties. A numerical solution for radial heat conduction with soil freezing and thawing is developed. A series of simulations are performed, in which various errors are imposed onto a selected model parameter while other model parameters are held constant, and sensitivity coefficient values (phi) of the time of maximum probe temperature (t(m)) and of the maximum probe temperature rise (T-m) for each parameter are calculated. Temperature changes at the measurement probe are quite sensitive to initial soil temperature (phi values for t(m) and for T-m are -0.99 and 0.99, respectively), lambda (phi value for t(m) is -0.93), and parameters determining the shape of the soil freezing characteristic (FC) curve, i.e., saturated water content theta(s) (phi values for t(m) and for T-m are 0.59 and -0.73, respectively) and n (phi values for t(m) and for T-m are -2.7 and 2.4, respectively). Temperature changes are not very sensitive to C (phi values for t(m) and for T-m are 0.034 and -0.15, respectively). Although previous investigations tried to determine C by inverse analysis, this sensitivity analysis shows that the influence of C on temperature response to a heat pulse is masked by that of the FC. Thus, lambda and FC parameters are the best candidate parameters to be determined by inverse analysis of DPHP data. This new result will guide further testing of DPHP sensors in partially frozen soils.
引用
收藏
页码:188 / 195
页数:8
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