Constriction-Based Retention Criterion for Granular Filter Design
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 3
Abstract
The filter design criteria in practice are currently based on laboratory tests that were carried out on uniform base soil and filter materials. These criteria mostly involve specific particle size ratios, where the system of base soil and filter is represented by some characteristic particle sizes. Consequently, these criteria have limitations when applied to nonuniform materials. In filters, it is the constriction size rather than the particle size that affects filtration. In this paper, a mathematical procedure to determine the controlling constriction size is introduced, and subsequently, a constriction-based retention criterion for granular filters is presented. The model also incorporates the effect of nonuniformity of base soil in terms of its particle size distribution, considering the surface area of the particles. The proposed retention criterion is verified based on experimental data taken from past studies plus large-scale filtration tests carried out by the authors. The model successfully and distinctly demarcates the boundary between effective and ineffective filters in the case of cohensionless base soils.
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Acknowledgments
The writers express their special thanks to Dr. Mark Locke (SMEC-International), former Ph.D. candidate at the University of Wollongong for his contribution to the development of initial framework of the CSD model. The support provided by Snowy Mountain Engineering Corporation (SMEC, Melbourne) and Sinclair Knight Mertz Ltd. (SKM, Sydney) in this area of research is appreciated.
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Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133 • Issue 3 • March 2007
Pages: 266 - 276
Copyright
© 2007 ASCE.
History
Received: Jun 14, 2005
Accepted: Sep 26, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007
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