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Article

Hydrodynamic Porosity: A New Perspective on Flow through Porous Media, Part I

by
August H. Young
1,2,* and
Zbigniew J. Kabala
3,*
1
Duke Center for WaSH-AID, Duke University, Durham, NC 27701, USA
2
Mechanical Engineering and Materials Science, Duke University, Durham, NC 27710, USA
3
Civil and Environmental Engineering, Duke University, Durham, NC 27710, USA
*
Authors to whom correspondence should be addressed.
Water 2024, 16(15), 2158; https://doi.org/10.3390/w16152158
Submission received: 7 May 2024 / Revised: 27 July 2024 / Accepted: 27 July 2024 / Published: 30 July 2024
(This article belongs to the Special Issue Groundwater Flow and Transport Modeling in Aquifer Systems)

Abstract

Pore-scale flow velocity is an essential parameter in determining transport through porous media, but it is often miscalculated. Researchers use a static porosity value to relate volumetric or superficial velocities to pore-scale flow velocities. We know this modeling assumption to be an oversimplification. The variable fraction of porosity conducive to flow, what we define as hydrodynamic porosity, θmobile, exhibits a quantifiable dependence on the Reynolds number (i.e., pore-scale flow velocity) in the Laminar flow regime. This fact remains largely unacknowledged in the literature. In this work, we quantify the dependence of θmobile on the Reynolds number via numerical flow simulation at the pore scale for rectangular pores of various aspect ratios, i.e., for highly idealized dead-end pore spaces. We demonstrate that, for the chosen cavity geometries, θmobile decreases by as much as 42% over the Laminar flow regime. Moreover, θmobile exhibits an exponential dependence on the Reynolds number, Re = R. The fit quality is effectively perfect, with a coefficient of determination (R2) of approximately 1 for each set of simulation data. Finally, we show that this exponential dependence can be easily fitted for pore-scale flow velocity through use of only a few Picard iterations, even with an initial guess that is 10 orders of magnitude off. Not only is this relationship a more accurate definition of pore-scale flow velocity, but it is also a necessary modeling improvement that can be easily implemented. In the companion paper (Part 2), we build upon the findings reported here and demonstrate their applicability to media with other pore geometries: rectangular and non-rectangular cavities (circular and triangular).
Keywords: hydrodynamic porosity; cavity; dead-end pore; pore velocity; volumetric velocity; Reynolds number; groundwater remediation hydrodynamic porosity; cavity; dead-end pore; pore velocity; volumetric velocity; Reynolds number; groundwater remediation

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MDPI and ACS Style

Young, A.H.; Kabala, Z.J. Hydrodynamic Porosity: A New Perspective on Flow through Porous Media, Part I. Water 2024, 16, 2158. https://doi.org/10.3390/w16152158

AMA Style

Young AH, Kabala ZJ. Hydrodynamic Porosity: A New Perspective on Flow through Porous Media, Part I. Water. 2024; 16(15):2158. https://doi.org/10.3390/w16152158

Chicago/Turabian Style

Young, August H., and Zbigniew J. Kabala. 2024. "Hydrodynamic Porosity: A New Perspective on Flow through Porous Media, Part I" Water 16, no. 15: 2158. https://doi.org/10.3390/w16152158

APA Style

Young, A. H., & Kabala, Z. J. (2024). Hydrodynamic Porosity: A New Perspective on Flow through Porous Media, Part I. Water, 16(15), 2158. https://doi.org/10.3390/w16152158

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