Many studies have been performed in recent years to investigate the dewatering phenomena of slurry using geotextile tubes. The laboratory test methods primarily used the pressure filtration test (PFT) and falling head test (FHT) to evaluate the dewatering nature of geotextiles using slurries with different fines contents. The objective of this paper is to examine and analyze the published test data obtained from various testing conditions, and to develop a general equation that can predict the change of flow rate over time. For the PFT, a power law showed a good fit with test data at different fines content ranges. Furthermore, the change of filtration rate with time decreased with the fines content, indicating that slurry with high fines content resulted in a faster drop in filtration rate than slurry with low fines content. For the FHT, a two-term power law was found to fit all of the test data, indicating a two-stage filtration behavior.
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December 2020
Research Article|
September 16 2020
Analyzing filtration flow rate change of woven geotextiles for fine grained slurries
C. McCafferty
;
C. McCafferty
1Graduate Student, Department of Civil, Architecture and Environmental Engineering, Drexel University, Philadelphia, PA, USA, E-mail: conor.m.mccafferty@drexel.edu
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G. Hsuan
G. Hsuan
2Professor, Department of Civil, Architecture and Environmental Engineering, Drexel University, Philadelphia, PA, USA, E-mail: ghsuan@coe.drexel.edu (corresponding author)
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Publisher: Emerald Publishing
Received:
February 22 2019
Revision Received:
July 16 2019
Accepted:
February 03 2020
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2020 Thomas Telford Ltd
2020
Geosynthetics International (2020) 27 (6): 655–661.
Article history
Received:
February 22 2019
Revision Received:
July 16 2019
Accepted:
February 03 2020
Citation
McCafferty C, Hsuan G (2020), "Analyzing filtration flow rate change of woven geotextiles for fine grained slurries". Geosynthetics International, Vol. 27 No. 6 pp. 655–661, doi: https://doi.org/10.1680/jgein.20.00014
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