TECHNICAL PAPERS
Apr 8, 2011

Environmental Factors and the Application of Hydrogen Peroxide for the Removal of Toxic Cyanobacteria from Waste Stabilization Ponds

Publication: Journal of Environmental Engineering
Volume 137, Issue 10

Abstract

Toxin-producing cyanobacteria constitute a serious threat to human and environmental health. It is thus essential that an effective treatment guarantees the removal of cyanobacteria from wastewater before its inclusion in water recycling or environmental flow. Hydrogen peroxide (H2O2) has been shown to induce cyanobacterial decay in laboratory cultures. However, its application for the removal of cyanobacteria from wastewater treatment ponds under environmental conditions has not been investigated. To examine the effects of environmental factors, field trials were performed at both the mesocosm and full-scale levels. The mesocosm trial was completed under field conditions of incident radiation, with various H2O2 concentrations. A concentration of 1.1×10-4gH2O2/μg chl-a resulted in a 32% decrease in cyanobacterial concentration after 24 h, and this approximate concentration was then applied to a wastewater treatment pond in the full-scale trial. In the full-scale experiment, intense spatial and temporal monitoring of phytoplankton concentrations and temperature throughout the pond was performed. Cyanobacterial biomass was reduced by 57% and total phytoplankton biomass by 70% within 48 h of H2O2 addition. Mixing and radiation were shown to control the depth reached by H2O2 following addition to the ponds. The synergistic effect of H2O2 addition with environmental factors increased the effectiveness of cyanobacterial removal compared with laboratory experiments. The concentration of H2O2 required for the removal of cyanobacteria under field conditions may be decreased from laboratory studies by an order of magnitude.

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Acknowledgments

This project was supported under the Australian Research Council’s Linkage Project funding scheme (UNSPECIFIEDLP0776571). The authors are grateful to B. Kerenyi, D. Puzey, C. Evans, P. Kumar, C. Crisafio, G. Bertrand, S. Sinang, L. Zhu, P. Legendre, P. Hanson, E. Reichwaldt, and H. Barrington for their assistance with this study.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 137Issue 10October 2011
Pages: 952 - 960

History

Received: Oct 8, 2010
Accepted: Apr 6, 2011
Published online: Apr 8, 2011
Published in print: Oct 1, 2011

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Authors

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Dani J. Barrington [email protected]
Ph.D. Candidate, Aquatic Ecology and Ecosystem Studies, M015, School of Environmental Systems Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia (corresponding author). E-mail: [email protected]
Anas Ghadouani [email protected]
Associate Professor, Group Leader, Aquatic Ecology and Ecosystem Studies, M015, School of Environmental Systems Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia. E-mail: [email protected]
Gregory N. Ivey [email protected]
Winthrop Professor, Group Leader, Geophysical Fluid Dynamics, M015, School of Environmental Systems Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia. E-mail: [email protected]

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