## Abstract The applicability of the model derived by Ramanathan and Gaudy (__Biotechnol. Bioeng.__, **11**, 207, (1969)) for completely mixed activated sludge treatment holding the recycle solids concentration as a system constant was investigated using an actual industrial organic wastewater. Sho
Ozonation of activated sludge in the recycle stream
✍ Scribed by A Huysmans; M Weemaes; P A Fonseca; W Verstraete
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 2001
- Tongue
- English
- Weight
- 107 KB
- Volume
- 76
- Category
- Article
- ISSN
- 0268-2575
- DOI
- 10.1002/jctb.379
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
Intermittent ozonation of a part of the recycle sludge was performed two times a week for a laboratory‐scale reactor at an average ozone dose of 0.019 g O~3~(gSS~ozonated~)^−1^. Under these conditions a decrease of about 50% in sludge growth was obtained for the ozone‐treated system, in comparison with the control. As a consequence less sludge had to be removed from the test reactor. Only a slight decrease in quality of effluent was noticed. A comparative cost calculation was made, based on these results, between an ozone‐treated activated sludge system and a traditional activated sludge system.
© 2001 Society of Chemical Industry
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