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  4. Influence of the coefficient of uniformity on the size and frequency of constrictions in sand filters
 
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Influence of the coefficient of uniformity on the size and frequency of constrictions in sand filters
File(s)
InfluenceOfTheCoefficientOfUniformity.pdf (921.63 KB)
Published version
Author(s)
Taylor, HF
O'Sullivan, C
Shire, T
Moinet, Way Way
Type
Journal Article
Abstract
Constrictions between voids control the filtration and permeability properties of granular materials. This study uses high-resolution microcomputed tomography images and discrete-element modelling to analyse two important characteristics of constrictions in granular filters: (a) the constriction size distribution (CSD) and (b) the constriction density per unit volume. The results demonstrate the importance of the particle size distribution (PSD) and void ratio of the granular material in determining the constriction density, with more widely graded materials having more densely spaced constrictions. The PSD is shown to be the main determinant of the CSD, in agreement with previous studies. The data are used to examine proposed approaches to estimate constriction spacing or void size.
Date Issued
2019-03
Date Acceptance
2018-03-13
Citation
Géotechnique, 2019, 69 (3), pp.274-282
URI
http://hdl.handle.net/10044/1/57873
DOI
https://www.dx.doi.org/10.1680/jgeot.17.T.051
ISSN
0016-8505
Publisher
Thomas Telford
Start Page
274
End Page
282
Journal / Book Title
Géotechnique
Volume
69
Issue
3
Copyright Statement
This is an open-access article distributed under the terms of the Creative Commons Attribution License ( https://creativecommons.org/licenses/by/4.0/ ), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Sponsor
Engineering & Physical Science Research Council (EPSRC)
Grant Number
EP/J018201/1
Subjects
Science & Technology
Technology
Engineering, Geological
Engineering
discrete-element modelling
fabric/structure of soils
filters
particle-scale behaviour
permeability
HYDRAULIC CONDUCTIVITY
GRANULAR FILTERS
NETWORK MODEL
Geological & Geomatics Engineering
0905 Civil Engineering
0914 Resources Engineering and Extractive Metallurgy
0907 Environmental Engineering
Publication Status
Published
Date Publish Online
2018-04-19
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