Pilot plant studies with settled domestic waste water were carried out to study the influence of a contact tank on bulking sludge control. It has been clearly proved that the configuration of the contact tank plays a decisive role in preventing or curing bulking sludge. A rectangular contact tank with a substrate gradient ensured well-settling sludge, while a circular contact tank - completely mixed - was not able to control bulking sludge. Stirring or aerating of the rectangular contact tank did not make a difference in the sludge quality during continuous process operation. Great differences in biosorption and COD-removal were measured between well-settling and poor-settling sludge. A detention time of 30 minutes of the sludge-water mixture in the rectangular tank guaranteed - on the basis of biosorption and COD-removal - a more stable and reliable process for controlling bulking sludge than 10 minutes.
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Research Article|
February 01 1991
The Effect of Contact Tank Operation on Bulking Sludge and Biosorption Processes
Water Sci Technol (1991) 23 (4-6): 857–866.
Citation
J. H. Rensink, H. J. G. W. Donker; The Effect of Contact Tank Operation on Bulking Sludge and Biosorption Processes. Water Sci Technol 1 February 1991; 23 (4-6): 857–866. doi: https://doi.org/10.2166/wst.1991.0537
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