Logo image
Leachate flow rate behavior through geotextile and soil filters and possible remediation methods
Journal article   Peer reviewed

Leachate flow rate behavior through geotextile and soil filters and possible remediation methods

G Koerner and R Koerner
Geotextiles and geomembranes, v 11(4-6), pp 401-430
01 Jan 1992

Abstract

Filters (for fluids) Filtration Geotextiles Leaching Mechanical permeability Soils
This paper presents flow rate data in the form of system permeability values using various filtration schemes involving both geotextiles and natural soil filters. The tests were conducted over a 20-month period using six different types of leachate. In total, 96 different combinations were evaluated. In all cases, permeabilities decreased over time due to a combination of sediment clogging and/or biological clogging. When a steady state permeability value appeared to be reached, after approximately 6 months, the first of four remediation schemes were attempted. It was seen that water backflush is the most effective in reinstituting high flow rates, followed by backflushing with leachate and nitrogen gas. The least effective remediation scheme was vacuum extraction. Biocide treated geosynthetics were also evaluated, but results were inconclusive. This was due to the long times required and/or the remnants of the micro-organisms which could not pass through the various filtering systems. The long-term minimum permeability values were not identified, nor were the design required permeabilities for the various landfills, in question. These important items are currently being investigated.

Metrics

6 Record Views
32 citations in Scopus

Details

UN Sustainable Development Goals (SDGs)

This publication has contributed to the advancement of the following goals:

#13 Climate Action

InCites Highlights

Data related to this publication, from InCites Benchmarking & Analytics tool:

Web of Science research areas
Engineering, Geological
Geosciences, Multidisciplinary
Logo image