Spontaneous imbibition of liquid in glass fiber wicks, Part II: Validation of a diffuse‐front model

In Part I (Zarandi MAF, Pillai KM. Spontaneous Imbibition of Liquids in Glass-Fiber Wicks. Part I: Usefulness of a Sharp-Front Approach. AIChE J, 64: 294–305, 2018), a model based on sharp liquid-front was proposed where a good match with the experimental data was achieved. However, the model failed to account for partial saturations in the wicks. Here, Richard's equation to predict liquid saturation is tried where the equation is solved numerically in 3D using COMSOL and analytically in 1D using Mathematica for glass-fiber wicks after treating them as transversely-isotropic porous media. As a novel contribution, relative permeability and capillary pressure are determined directly from pore-scale simulations in wick microstructure using the state-of-the-art software GeoDict. The saturation along the wick length is determined experimentally through a new liquid-N2 based freezing technique. After including the gravity effect, good agreements between the numerical/analytical predictions and experimental results are achieved in saturation distributions. We also validated the Richard's equation based model while predicting absorbed liquid-mass into the wick as function of time. © 2017 American Institute of Chemical Engineers AIChE J, 63: 306–315, 2018

[1]  F. T. Tracy,et al.  Three-dimensional analytical solutions of Richards’ equation for a box-shaped soil sample with piecewise-constant head boundary conditions on the top , 2007 .

[2]  Ilya Avdeev,et al.  Impact modeling of cylindrical lithium-ion battery cells: a heterogeneous approach , 2016 .

[3]  P. Menezes,et al.  New Emerging Self-lubricating Metal Matrix Composites for Tribological Applications , 2016 .

[4]  Single-Phase Flow (Sharp-Interface) Models for Wicking , 2012 .

[5]  V. Zlotnik,et al.  Verification of numerical solutions of the Richards equation using a traveling wave solution , 2007 .

[6]  F. Dullien 5 – Multiphase Flow of Immiscible Fluids in Porous Media , 1992 .

[7]  Randel Haverkamp,et al.  A Comparison of Numerical Simulation Models For One-Dimensional Infiltration1 , 1977 .

[8]  K. Pillai,et al.  Darcy's law‐based models for liquid absorption in polymer wicks , 2007 .

[9]  Markus Hilpert,et al.  Pore-morphology-based simulation of drainage in totally wetting porous media , 2001 .

[10]  Richard Lucas,et al.  Ueber das Zeitgesetz des kapillaren Aufstiegs von Flüssigkeiten , 1918 .

[11]  Isabelle Braud,et al.  Assessment of an efficient numerical solution of the 1D Richards' equation on bare soil , 2006 .

[12]  Behnam Pourdeyhimi,et al.  A realistic modeling of fluid infiltration in thin fibrous sheets , 2009 .

[13]  Alex Hansen,et al.  A Two-Dimensional Network Simulator for Two-Phase Flow in Porous Media , 1997 .

[14]  H. Vahedi Tafreshi,et al.  Modeling fluid spread in thin fibrous sheets: Effects of fiber orientation , 2010 .

[15]  J. Mas-Pla,et al.  Analysis of stream–aquifer relationships: A comparison between mass balance and Darcy’s law approaches , 2014 .

[16]  Alan Cottenden,et al.  Infiltration into inclined fibrous sheets , 2005, Journal of Fluid Mechanics.

[17]  Scaling theory for spontaneous imbibition in random networks of elongated pores. , 2012, Physical review letters.

[18]  M. Gad-el-Hak,et al.  Modeling resistance of nanofibrous superhydrophobic coatings to hydrostatic pressures: The role of microstructure , 2012 .

[19]  Randy D. Hazlett,et al.  Simulation of capillary-dominated displacements in microtomographic images of reservoir rocks , 1995 .

[20]  F. Dullien 3 – Single-Phase Transport Phenomena in Porous Media , 1992 .

[21]  Ralf Kornhuber,et al.  Fast and Robust Numerical Solution of the Richards Equation in Homogeneous Soil , 2011, SIAM J. Numer. Anal..

[22]  P. Cook,et al.  The representative stream length for estimating surface water–groundwater exchange using Darcy’s Law , 2014 .

[23]  Hans J. Rath,et al.  Capillary driven flow in circular cylindrical tubes , 2003 .

[24]  M. Menziani,et al.  Analytical solutions of the linearized Richards equation for discrete arbitrary initial and boundary conditions , 2007 .

[25]  Hua Tan,et al.  Darcy's law–based numerical simulation for modeling 3D liquid absorption into porous wicks , 2011 .

[26]  H. Tafreshi,et al.  General capillary pressure and relative permeability expressions for through-plane fluid transport in thin fibrous sheets , 2009 .

[27]  D. Ganji,et al.  Numerical analysis of Richards' problem for water penetration in unsaturated soils , 2009 .

[28]  J. Szekely,et al.  The rate of capillary penetration and the applicability of the washburn equation , 1971 .

[29]  Wettability and Its Role in Wicking , 2012 .

[30]  4 – Selected Operations Involving Transport of a Single Fluid Phase through a Porous Medium , 1992 .

[31]  Andreas Wiegmann,et al.  Numerical Determination of Two-Phase Material Parameters of a Gas Diffusion Layer Using Tomography Images , 2008 .

[32]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[33]  Reza Masoodi,et al.  A GENERAL FORMULA FOR CAPILLARY SUCTION-PRESSURE IN POROUS MEDIA , 2012 .

[34]  K. Pillai,et al.  Traditional Theories of Wicking: Capillary Models , 2012 .

[35]  E. Rideal CVIII. On the flow of liquids under capillary pressure , 1922 .

[36]  H. Tafreshi,et al.  A two-scale modeling of motion-induced fluid release from thin fibrous porous media , 2009 .

[37]  M. Prat,et al.  Wicking and evaporation of liquids in porous wicks: a simple analytical approach to optimization of wick design , 2014 .

[38]  Reza Masoodi,et al.  Wicking in Porous Materials : Traditional and Modern Modeling Approaches , 2012 .

[39]  E. W. Washburn The Dynamics of Capillary Flow , 1921 .

[40]  H. Rieger,et al.  Anomalous front broadening during spontaneous imbibition in a matrix with elongated pores , 2012, Proceedings of the National Academy of Sciences.