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Conceptual definition of porosity function for coarse granular porous media with fixed texture

Morteza Shokri
- 01 Jun 2018 - 
- Vol. 8, Iss: 3, pp 1-8
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TLDR
In this paper, an alternative vision describing porosity as a function of fluid velocity was proposed, where the media's solid skeleton does not undergo any changes and remain essentially intact. But the porosity value is commonly taken as a constant for a given granular texture free from any type of imposed loads.
Abstract
Porous media’s porosity value is commonly taken as a constant for a given granular texture free from any type of imposed loads. Although such definition holds for those media at hydrostatic equilibrium, it might not be hydrodynamically true for media subjected to the flow of fluids. This article casts light on an alternative vision describing porosity as a function of fluid velocity, though the media’s solid skeleton does not undergo any changes and remain essentially intact. Carefully planned laboratory experiments support such as hypothesis and may help reducing reported disagreements between observed and actual behaviors of nonlinear flow regimes. Findings indicate that the so-called Stephenson relationship that enables estimating actual flow velocity is a case that holds true only for the Darcian conditions. In order to investigate the relationship, an accurate permeability should be measured. An alternative relationship, therefore, has been proposed to estimate actual pore flow velocity. On the other hand, with introducing the novel concept of effective porosity, that should be determined not only based on geotechnical parameters, but also it has to be regarded as a function of the flow regime. Such a porosity may be affected by the flow regime through variations in the effective pore volume and effective shape factor. In a numerical justification of findings, it is shown that unsatisfactory results, obtained from nonlinear mathematical models of unsteady flow, may be due to unreliable porosity estimates.

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References
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Book

Soil mechanics in engineering practice

TL;DR: In this article, the authors present a survey of the properties of soils and their properties in terms of Hydraulics of Soils, Hydraulic and Mechanical Properties of Soil Exploration Hydraulic, Mechanical, and Hydraulic properties of soil.
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Unsaturated Soil Mechanics

Ning Lu, +1 more
TL;DR: Unsaturated Soil Mechanics as mentioned in this paper provides a comprehensive introduction to the fundamental principles of unsaturated soil mechanics and provides extensive sample problems with an accompanying solutions manual, and brings together the rapid advances in research in unsaturated soil mechanics in one focused volume.
Journal ArticleDOI

Turbulent Flow in Porous Media

TL;DR: In this paper, an equation applicable for both laminar and turbulent flow in porous media has been developed and experimentally verified, which expresses the pressure drop per unit length as a function of the absolute viscosity and mass density of the fluid and the macroscopic velocity.
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