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Anaerobic fluidised bed for the purification of effluents from chemical and mechanical pulping
Authors:Salkinoja-Salonen M  Apajalahti J  Silakoski L  Hakulinen R
Affiliation:

1 University of Helsinki, Dept. of General Microbiology, Finland

2 Enso-Gutzeit OY, Research Centre, Imatra, Finland

Abstract:Anaerobic treatment has seldom been used for wastewaters from the pulp and paper industry and other branches of the chemical industry. Escape of volatile pollutants to the atmosphere, which always occurs during aerobic treatment, is avoided, and much less sludge is being produced than in an aerobic process. The greatest obstacle for using anaerobic treatment in the pulp and paper industry is the large wastewater volume, which necessitates short hydraulic detention times, because the treatment is to occur in an enclosed space. We used solid carrier particles to prevent wash-out of biomass from the reactor at high hydraulic loading, and an up-flow system in order to be able to use very small carrier particles, maximizing the surface area for biomass attachment. In this paper we describe and discuss the results obtained with this type of anaerobic reactor (fluidised bed) at bench and semitechnical scale for wastewaters from pressurized ground wood pulping and paper manufacture, sulphite pulp evaporator condensate and bleach waste. Earlier work with Kraft pulp bleaching effluent and thermomechanical pulping wastewater and evaporator condensates using anaerobic reactors is also discussed. The results obtained thus far show that there are several wastewater streams from the pulping industry, where 60 to 90% of the dissolved organic pollutants (measured as CODCr or TOC) was biodegraded within 4 to 24 h. The high strength waste streams (CODCr 2000 mg O2 1−1) allowed organic space load of 4 to 10 kg CODCr m−3 reactor volume d−1. With low strength wastes the hydraulic loading was the limiting factor.
Keywords:
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