Validation of LBM simulation of saturated seepage flow through 3D-printed homogeneous porous medium for fluid-particle coupled analysis

被引:5
|
作者
Kitao, Tomohiro [1 ]
Fukumoto, Yutaka [2 ]
Fujisawa, Kazunori [3 ]
Jewel, Arif [3 ]
Murakami, Akira [3 ]
机构
[1] Minist Agr Forestry & Fisheries, Tokyo, Japan
[2] Nagaoka Univ Technol, Dept Civil & Environm Engn, Nagaoka, Niigata, Japan
[3] Kyoto Univ, Grad Sch Agr, Kyoto, Japan
关键词
3D printer; Flow in porous media; Lattice Boltzmann Method; LATTICE-BOLTZMANN METHOD; IMMERSED MOVING BOUNDARY; NON-DARCY FLOW; SETTLING VELOCITY; SOLID INTERACTION; DRAG COEFFICIENT; GRANULAR SOILS; PACKED-BEDS; MODEL;
D O I
10.1007/s11440-021-01210-z
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The accuracy of the pore-scale intergranular flow analysis by the lattice Boltzmann method (LBM), with the aid of the discrete element method (DEM), is investigated and compared with the experimental results of saturated seepage flows. Due to its simplicity and computational efficiency, a regularized Bhatnagar-Gross-Krook model is employed for the LBM to increase the numerical stability. After examining the performance of the numerical method by two well-known problems, namely the Hagen-Poiseuille flow and the flow past a stationary single sphere, a pore-scale numerical simulation of the saturated seepage flow is conducted. Permeability tests are carried out with an artificial porous medium prepared by a 3D printer, consisting of a sufficient number of resin particles. The experimental results are compared with those of the LBM numerical simulation, in which the pore structure of the porous medium is reproduced by the DEM. The numerical results are seen to have properly predicted the macroscopic properties obtained by the permeability tests, which have shown the prominent applicability of the LBM-DEM analysis to pore-scale intergranular fluid flows.
引用
收藏
页码:2643 / 2656
页数:14
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  • [1] Validation of LBM simulation of saturated seepage flow through 3D-printed homogeneous porous medium for fluid-particle coupled analysis
    Tomohiro Kitao
    Yutaka Fukumoto
    Kazunori Fujisawa
    Arif Jewel
    Akira Murakami
    Acta Geotechnica, 2021, 16 : 2643 - 2656
  • [2] 2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions
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