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Anaerobic treatment of brewery effluent
Authors:Herbert H. P. Fang  Zhu Jinfu  Liu Guohua
Affiliation:(1) Civil Engineering Department, University of Hong Kong, Pokfulam Road, Hong Kong;(2) School of Environmental Engineering, Tongji University, Shanghai, China
Abstract:Summary Brewery effluent with high organic content was treated anaerobically in a 1.17 m3 reactor over five months. At 26°C, and with a HRT of 13.3 hrs and a loading rate of 4.9 kg COD/m3d, the process reduced over 89% of COD and 92% of BOD5 from the brewery effluent; both reductions could be further improved by more effective removal of suspended solids.
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