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An Experimental Study with CFD Simulation of Horizontal Flow Through Porous Media

机译:通过多孔介质对水平流量的CFD模拟的实验研究

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摘要

Permeability is an important characteristic of porous media suitable in dealing with problems associated with drainage of water bearing strata, seepage through earthen dams, stability of earthen dams, and embankments of canal bank affected by seepage,settlement underneath the hydraulic structures etc. Seepage below the hydraulic structures which often becomes the cause of failure of such structures is a function of permeability. This paper reports an experimental and software based investigation ofthe horizontal permeability of saturated soils namely coarse sand, fine sand, fly ash and silt. Horizontal permeability of theses porous materials was determined at 40% porosity, using a large 3-D custom designed permeameter using constant head method. The observed permeability data was then compared with the permeability obtainedfrom Computational Fluid Dynamics (CFD) simulation of horizontalflow through theses permeable materials using Fluent 14.0 software. The observed and simulated permeability wasfound in close proximity for these materials.
机译:渗透性是多孔介质的一个重要特性,适用于处理与含水层排水、土坝渗流、土坝稳定性以及受渗流影响的渠岸路堤相关的问题,水工建筑物下方的沉降等。水工建筑物下方的渗水通常是渗透性的一个函数,它会导致此类结构的失效。本文报道了一项基于实验和软件的饱和土壤水平渗透性研究,即粗砂、细砂、粉煤灰和粉土。这些多孔材料的水平渗透率是在40%的孔隙率下,使用一个大的三维定制渗透仪,使用恒定水头法测定的。然后将观测到的渗透率数据与使用Fluent 14.0软件对这些渗透性材料的水平流动进行计算流体动力学(CFD)模拟得到的渗透率进行比较。观察到的和模拟的渗透率与这些材料非常接近。

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