
Water Science and Technology Vol 41 No 3 pp 239246 © IWA Publishing 2000
Anaerobic treatment of landfill leachate by sulfate reduction
J.G. Henry* and D. Prasad**
*Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada, M5S 1A4
**Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada, M5S 1A4
ABSTRACT
The present study was conducted to investigate the effectiveness of the
sulphate-reduction pathway in the anaerobic treatment of landfill
leachate. The effects of several COD/SO4 ratios (keeping COD constant) and
loadings on anaerobic filter performance were studied and compared with the
results from anaerobic filters which followed the methanogenic pathway.
Results indicated that the treatability of leachate by sulphate reducing
bacteria (SRB) was dependent upon the leachate strength. With high strength
leachate (COD=15000 mg/L) from the Keele Valley Landfill, it was found that
at lower COD/SO4 ratios (≤1.6) toxic conditions developed in the system that
were more inhibitory to the SRB than to the methane producing bacteria
(MPB). As the COD/SO4 ratio increased, methanogenesis predominated. No
predominance of SRB occurred at any COD/SO4 ratio with high strength
leachate. The highest COD removal achieved was about 70% of which 20% was
accomplished by the SRB at a COD/SO4 ratio of 1.6 and an organic loading
rate (OLR) of 4 kg COD/m3.d.
With low strength leachate (COD=1500-3300 mg/L) from the Brock West
Landfill, and a COD/SO4 ratio <1, SRB became predominant. In these
anaerobic filters in which SRB were predominant, the SRB reduced the COD as
well as the MPB could. Sulphide inhibition did not take place at any
loading in units treating low strength leachate. Consequently, both SRB and
MPB should function at COD/SO4 ratios between 1 and 3. About 60% COD
removal was achieved at a loading of 2.8 kg COD/m3.d and a COD/SO4 ratio
of 1.0. However at a loading of 6 kg COD/m3.d only 27% COD removal was
achieved, all of it through the sulphate-reduction pathway. These OLR
values are comparable to those applied in systems where methanogenesis was
dominant.
It was also observed that once the methanogens were established in the
units, it was not possible to displace them completely. However, where
methanogenesis had not been previously established, it was found that
sulphate-reduction could be the sole pathway for COD removal.
From this study, it can be concluded that there is no advantage to the
sulphate-reduction pathway in the anaerobic treatment of landfill
leachate. The other options for increasing the loadings, i.e. the use of
high surface/volume filter media (to achieve higher biomass concentrations)
or high rate systems are likely to be more successful.
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