摘要
本文对非饱和土壤导水参数包括土壤水分特征曲线h(θ),土壤水分扩散率D(θ)及土壤非饱和导水率K(θ)的温度效应进行了定量研究,在此基础上应用表面张力──粘滞流理论(STVF),G(θ)因子函数及Philip扩散理论对其温度效应的机理进行了分析。
The temperature effect of hydraulic parameters of unsaturated soil including soil water characteristic curve h(θ),water diffusivity D(θ) and hydraulic conductivity K(θ)are studied quantitatively in this paper. The mechanism of the temperature effect has been analysed by using surface tension-viscous flow(STVF) model, the empirical Gain factor and Philip diffusion theory. The data resulted from the model is compared with the experimental test.
出处
《水利学报》
EI
CSCD
北大核心
1996年第12期8-15,共8页
Journal of Hydraulic Engineering
基金
国家自然科学基金
关键词
土壤
导水参数
扩散率
温度效应
表面张力
unsaturated soil,hydraulic conductivity parameters,water diffusivity,temperature effect,surface tension.