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非饱和土中多相流动的试验研究和数值模拟

LABORATORY TESTING AND NUMERICAL SIMULATION OF MULTIPHASE FLOW IN UNSATURATED SOILS

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【作者】 胡黎明邢巍巍周小文

【Author】 HU Li-ming1,2 , XING Wei-wei1 , ZHOU Xiao-wen2 (1. State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 2. State Key Laboratory of Subtropical Building Scince, South China University of Technology, Guangzhou 510641, China)

【机构】 清华大学水利水电工程系,水沙科学与水利水电工程国家重点实验室华南理工大学亚热带建筑科学国家重点实验室

【摘要】 针对多孔介质中水、气和非水相流体的多相流动特点,建立了描述非水相流体污染物迁移问题的数学模型。采用离心模型试验和数值分析的方法模拟了土壤非饱和区中的多相流动过程,得到了污染物的时空分布特征和污染范围。模型试验和数值分析结果表明,轻非水相流体在地表泄漏后,会在重力作用下进入非饱和土体并向下迁移,部分滞留于土体孔隙中;到达地下水位时会浮在水面上并且继续侧向运移;水文地质条件对非饱和土中多相流动特征有重要的影响。

【Abstract】 Based on the theory of multiphase flow in porous media, analytical model for NAPL transport in soils is proposed and developed in this paper. Firstly, centrifuge testing and numerical simulation are employed to model the multiphase flow through unsaturated soils, and hence the tempo-spatial distribution and contamination extent are obtained. Then the migration behavior of NAPL in unsaturated soils is analyzed. It is shown that 1) after ground spill, LNAPL enters into unsaturated soils and moves downwards by gravity force, with some retained in pore-S of soil mass; 2) when reaching underground water table, LNAPL floats on it and continues to migrate; 3) hydro-geological condition has significant effect on multiphase flow.

【基金】 北京市科技新星计划(2005A46);国家自然科学基金项目(50209006);欧洲联盟亚洲联系项目(CN01094-556)
  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2008年11期
  • 【分类号】TU411
  • 【被引频次】19
  • 【下载频次】622
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