Affiliation(s):
Institute of Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;
moreAffiliation(s): Institute of Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; Hypergravity Research Center, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
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Shaokai NIE, Pengfei LIU, Kexin CHEN, Wenyuan WANG, Yunmin CHEN, Bate BATE. Permeability of structured porous media: numerical simulations and microfluidic models[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2300516
@article{title="Permeability of structured porous media: numerical simulations and microfluidic models", author="Shaokai NIE, Pengfei LIU, Kexin CHEN, Wenyuan WANG, Yunmin CHEN, Bate BATE", journal="Journal of Zhejiang University Science A", year="in press", publisher="Zhejiang University Press & Springer", doi="https://doi.org/10.1631/jzus.A2300516" }
%0 Journal Article %T Permeability of structured porous media: numerical simulations and microfluidic models %A Shaokai NIE %A Pengfei LIU %A Kexin CHEN %A Wenyuan WANG %A Yunmin CHEN %A Bate BATE %J Journal of Zhejiang University SCIENCE A %P %@ 1673-565X %D in press %I Zhejiang University Press & Springer doi="https://doi.org/10.1631/jzus.A2300516"
TY - JOUR T1 - Permeability of structured porous media: numerical simulations and microfluidic models A1 - Shaokai NIE A1 - Pengfei LIU A1 - Kexin CHEN A1 - Wenyuan WANG A1 - Yunmin CHEN A1 - Bate BATE J0 - Journal of Zhejiang University Science A SP - EP - %@ 1673-565X Y1 - in press PB - Zhejiang University Press & Springer ER - doi="https://doi.org/10.1631/jzus.A2300516"
Abstract: In this study, permeability of structured porous media with microfluidic model is experimentally and numerically determined, and compared with the classic Kozeny-Carman (KC) equation. The Reynolds number () varies from 0.83 to 142.98. It is observed that the threshold of the Reynolds number is 1. When is below the threshold, the permeability is independent of the Reynolds number. When is over this threshold, the viscous force plays a dominant role and the permeability decreases with the Reynolds number increment. The permeability also rises with the diameter increment. With the same micropillar diameter, the microfluidic model with triangular pillar arrangement yields lower permeability than that with square pillar arrangement. The tortuosity obtained by numerical simulation in the triangular-arrangement model is higher than that in the square-arrangement model. Based on the arrangement of micropillars, a tortuosity model is proposed for quasi-two dimensional microfluidic models. There is an inverse relationship between permeability and tortuosity. In addition, permeability generated by numerical simulation is consistent with that obtained experimentally. However, permeability estimated by the classic KC equation roughly agrees with experimental results when the porosity is between 0.50 and 0.60. A model proposed in this study is suitable for predicting the permeability of microfluidic models. Furthermore, anisotropy induced by the tilt angle () of a model rectangular micropillar arrangement causes preferential flow and decreases the effective porosity. When the tilt angle increases from to , the tortuosity declines from 2.04 to 1.03, causing the permeability to rise from to .
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