The purpose of this study was to show how the permeability of different types of geotextile behaved when they were subjected to municipal wastewater filtration. The tests were intended to show the clogging potential of geotextiles if they were used for wastewater treatment. The geotextiles filtered organic suspended solids and hosted growth of microorganisms. The test liquid was primary treatment effluent that treated combined sewage (wastewater plus stormwater runoff). The project used 10.16 cm diameter packed columns containing alternating layers of gravel, sand and geotextile filters. The study included four phases. The first phase was intended to measure the baseline permeability of each geotextile used. The second phase was a screening phase to see how the permeability of woven and nonwoven geotextiles changes when they are subjected to wastewater. Phase III was a parametric study to assess the effects of variables on residual permeability. These variables were the number of geotextile filter layers, the hydraulic loading rate (HLR) or flow rate, and provision for passive re-aeration. It was found in the first two phases that only nonwoven geotextiles with complex structures and high internal porosity retained more biomass yet preserved sustainable permeability. A confirmatory final phase was conducted using the best combination of operating variables indicated by the parametric study. It was shown that these variables influence the residual permeability of the geotextile filters tested. The confirmatory final phase included two layers of continuous filament geotextile filters in a granular matrix of decreasing coarseness with depth, maintaining an unsaturated subgrade, and twice daily dose and drain application of primary treatment effluent at a net rate of 365 L/m2/day. With this HLR, the composite filter permeability of 0.925 cm/s was sustained with little loss, 0.2%, whereas the control column with no geotextile layer indicated 13% permeability loss. Scanning electron microscope images showed that the biomass morphology was a discontinuous floc entrapped within the geotextile pore structure.
Article navigation
June 2006
Research Article|
June 01 2006
Effects of wastewater filtration on geotextile permeability
C. Yaman;
C. Yaman
Assistant Professor
1
Fatih University, Environmental Engineering Department
34500 Istanbul, Turkey
Telephone: +90 536 576 0850, Telefax: +90 212 889 0906
, E-mail: cyaman@fatih.edu.tr
Search for other works by this author on:
J. P. Martin;
J. P. Martin
Professor
2
Drexel University, Civil, Department of Architectural and Environmental Engineering
Philadelphia, PA 19103, USA
Telephone: +1 215 895 2363; Telefax: +1 215 895 1363
, E-mail: martinjp@drexel.edu
Search for other works by this author on:
E. Korkut
E. Korkut
Assistant Professor
3
Nigde University, Environmental Engineering Department
51100 Nigde, Turkey
Telephone: +90 212 352 6039, Telefax: +90 212 352 6039
, E-mail: korkut34@yahoo.com
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
May 17 2005
Revision Received:
February 16 2006
Accepted:
February 21 2006
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2006 Thomas Telford Ltd
2006
Geosynthetics International (2006) 13 (3): 87–97.
Article history
Received:
May 17 2005
Revision Received:
February 16 2006
Accepted:
February 21 2006
Citation
Yaman C, Martin JP, Korkut E (2006), "Effects of wastewater filtration on geotextile permeability". Geosynthetics International, Vol. 13 No. 3 pp. 87–97, doi: https://doi.org/10.1680/gein.2006.13.3.87
Download citation file:
Suggested Reading
Microstructure and pore characteristics of synthetic filters under confinement
Geotechnique (August,2002)
A laboratory investigation of anaerobic microbial clogging in granular landfill drainage media
Geotechnique (June,1998)
Long-term performance of contaminant barrier systems
Geotechnique (November,2005)
Filtration behaviour of granular soils under cyclic load
Geotechnique (August,2008)
Bleeding characteristics for viscous cement and cement–bentonite grouts
Geotechnique (May,2007)
Related Chapters
Filters and drains
Handbook of Geosynthetic Engineering: Geosynthetics and their applications
Groundwater
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Retaining walls
Handbook of Geosynthetic Engineering: Geosynthetics and their applications
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
