Technical Papers
Jul 21, 2015

Sludge Reduction through Ozonation: Effects of Different Specific Dosages and Operative Management Aspects in a Full-Scale Study

Publication: Journal of Environmental Engineering
Volume 141, Issue 12

Abstract

The activated sludge process constitutes the most widely used wastewater treatment. The main drawback of this biological technology, however, is the excess sludge produced (ESP). In fact, disposal and management of this waste is one of the most expensive management costs at wastewater treatment plants (WWTP). Cell lysis based on the lower net biomass growth under cryptic conditions is one way to minimize the ESP directly in the water line. Ozone is a powerful oxidant used for this purpose. This paper reports the long-term data obtained at a full-scale plant (50,000 PE) where a fraction of the recycled sludge is treated with a low specific ozone dosage and a high treated sludge rate of approximately 0.5kgMLVSSozonated/kgMLVSSbiological/d. The study presents results in terms of ESP reduction and the effect of ozone on the main WWTP performance parameters. Specific tests at different specific ozone dosages (SOD), ranging between 0.7 and 5gO3/KgMLVSS, were carried out to assess biomass activity changes (AUR, NUR, and PAO activity), gravitational behavior, soluble chemical oxygen demand (SCOD) release, and variation in the nonbiodegradable chemical oxygen demand (NBCOD) fraction. The main kinetic parameters under study did not change above a threshold of SOD of 2gO3/KgMLVSStreated. Furthermore, a comprehensive full-scale analysis determined an overall ESP reduction of 10% in terms of dry solids. Finally, an analysis of the energy consumption and economic feasibility of this technique is also reported.

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Acknowledgments

The authors gratefully acknowledge CIIP SpA-Cicli for its availability in the experimental phase and for providing the possibility to perform this study, in addition to the collaboration of workers at the plant. The authors are also grateful for the financial support provided by the Consejeria de Ciencia e Innovacion of the Junta de Andalucia (Proyecto Excelencia No. P09-TEP-4539). The authors wish to thank the professionalism of Mr. Paul Barnes (English revision).

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 141Issue 12December 2015

History

Received: Oct 1, 2014
Accepted: Jun 9, 2015
Published online: Jul 21, 2015
Published in print: Dec 1, 2015
Discussion open until: Dec 21, 2015

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Authors

Affiliations

Dept. of Environmental Technology, Faculty of Marine and Environmental Sciences, Universidad de Cadiz, Poligono Rio San Pedro s/n, Puerto Real, 11510 Cadiz, Spain (corresponding author). E-mail: [email protected]
M. D. Coello
Dept. of Environmental Technology, Faculty of Marine and Environmental Sciences, Universidad de Cadiz, Poligono Rio San Pedro s/n, Puerto Real, 11510 Cadiz, Spain.
C. A. Aragón
Foundation Centre for New Water Technologies (CENTA), Autopista Sevilla-Huelva (A-49) km. 28, Carrión de los Céspedes, 41820 Seville, Spain.
P. Battistoni
Dept. of Sciences and Engineering of Materials, Environment and Urban Planning, Marche Polytechnic Univ., Via Brecce Bianche, 60100 Ancona, Italy.
A. L. Eusebi
Dept. of Sciences and Engineering of Materials, Environment and Urban Planning, Marche Polytechnic Univ., Via Brecce Bianche, 60100 Ancona, Italy.

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