【作者】 朱岳明； 孙冬梅；

【Author】 Zhu Yueming, Sun Dongmei ( Department of Water Conservancy & Hydropower Engineering, Hohai University,210098)

【机构】 河海大学水利水电工程学院；

【摘要】 本文根据多相流理论,结合水、气的质量守恒定律和达西定律,建立水-气二相流模型,模型的求解采用积分有限差分法和Newton-Raphson迭代方法,通过变换主要变量来表达相态的变化,实现了水相、气相边界条件及降雨入渗边界的精确模拟。利用上述模型对一土柱试验进行模拟,从而验证了模型的正确性,然后研究一均质土层的降雨入渗过程,得到孔隙水压力、孔隙气压力和毛细压力的变化过程,得到入渗率与地表孔隙气压力的变化关系,表明孔隙气压力的增大对入渗水流产生阻滞作用,在求解土壤水流入渗的非稳定渗流问题时,需考虑空气阻力的影响。更多还原

【Abstract】 Rainfall infiltration is a process of water flow driving air flow through unsaturated soil, which is a difficult to exact simulate numerically in geotechnical engineering and the influence of pore air is ignored. In this paper, a water-air two-phase flow model is proposed on the base of water, air mass balance equations, Darcy’s law and multiphase flow theory. The integral finite difference method and Newton-Raphson iterative method are used to solve the water-air two-phase model. By switching primary variables, a set of phase state (single phase and two-phase) are taken into account. The refined treatments of every boundary condition are described in detail. The water-air two-phase flow model is verified by simulating an experiment of water through an earth column. The process of rainfall infiltration is simulated numerically. The variation of pore water pressures, pore air pressure, capillary pressure and saturation of water and air phase in different depth of the soil are described, which verify that the water-air two-phase flow model is a better model to perform transient seepage problem and airflow will obstruct water flow from infiltrating into the soil.更多还原