The characterisation of the properties of porous materials is of great importance in the
effective management of natural and manmade systems. A sophisticated network model,
'Pore-Cor', of some of these properties has been previously developed. The present study has
significantly extended the scope of the model's predictive capabilities.
Flow and transport behaviour was examined in laboratory sand columns of various
depths. These experiments examined unsaturated flow of water and conservative solute tracer
transport through homogeneous sand samples. Flow through these was not homogeneous or
repeatable. Experimental observations found that this may have been due to subtle random
variations in packing, and the network model was shown to be able to simulate these. Solute
transport of bromide was studied, applied both uniformly and from a point source. Both
scenarios were modelled using a convection-dispersion equation, and it was demonstrated that
the lateral component of such transport was highly significant. It was shown how convection-dispersion
equation predictions of uniformly applied tracer transport might be improved by the
application of the network model and a method for improving predicted lateral solute transport
was outlined.
It has been shown that levels of correlation in the distribution of differently sized voids
within porous material may be responsible for large variations in permeability. This can make
accurate modelling of permeability very difficult. A technique was developed for assessing the
degree and nature of such correlations. The new method was tested on a variety of artificial
and real samples and demonstrated to provide a quantitative assessment of such correlations.
A method by which this could be used to improve network model simulations of materials
possessing such correlation was described.
Date of Award | 1999 |
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Original language | English |
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Awarding Institution | |
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VOID STRUCTURE, COLLOID AND TRACER TRANSPORT PROPERTIES OF STRATIFIED POROUS MEDIA
MATHEWS, T. J. (Author). 1999
Student thesis: PhD