TECHNICAL PAPERS
Oct 15, 2003

Lagoon Effluent Treatment Using Grass Filtration

Publication: Journal of Environmental Engineering
Volume 129, Issue 11

Abstract

The Western Treatment Plant (WTP) is one of the largest treatment plants in Australia treating more than 500 ML of sewage per day, discharging treated effluent to Port Phillip Bay in Victoria, Australia. The Port Phillip Bay Environmental Study (1992–1996) concluded that there was a need to reduce nitrogen loads from WTP to lower the risk of eutrophication, especially during winter when grass filtration was in operation. Therefore, in 1997, Melbourne Water initiated a pilot study to investigate the effectiveness of grass filtration for polishing wastewater that had received prior lagoon treatment. The study involved field monitoring of seven trial grass filtration bays at the WTP for hydraulic and water quality data from mid-May to early-October 1997. The results of the pilot study revealed that the removal rates of these nutrients were higher during the first half of the trials than during the second half. The results also showed that the removal rates of nutrients were inversely proportional to the hydraulic loading rates of the bays. A hydraulic loading rate of 40 mm/d was found to be optimal in this pilot study for achieving a balance between wastewater throughput and nutrient removal.

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References

Commonwealth Scientific and Industrial Research Organisation (CSIRO). (1996). “Port Phillip bay environmental study.” Final Rep., Australia.
Hauser, B. A. (1996). Practical manual of wastewater chemistry, Ann Arbor Press, Chelsea, Mich.
Hunter, J. R. (1992). “Review of physical processes.” Port Phillip Bay environmental study: Status review, D. N. Hall, ed., Technical Rep. No. 9, CSIRO Institute of Natural Resources and Environment, Melbourne, Australia, 10–28.
Ibrahimi, F. (2001). “Lagoon effluent treatment using grass filtration bays.” Masters Thesis, Victoria Univ., Melbourne, Australia.
Murray, G. A. (1994). “Western treatment plant outputs to Port Phillip Bay.” Port Phillip Bay environmental study: Status review. Technical Rep. No. 15, CSIRO Institute of Natural Resources and Environment, Melbourne, Australia, 1.
Paspaliaris, P. (1996). “Factors affecting the quality and odours from a grass filtration sewage treatment process.” PhD Thesis, The Univ. of Melbourne, Melbourne, Australia.
Russell, L. C., George, M. W., and Gordon, L. C. (1978). Advanced wastewater treatment, 2nd Ed., Van Nostrand Reinhold Environmental Engineering Series, Van Nostrand Reinhold, New York.
Sorensen, B. H., and Jorgensen, S. E. (1993). The removal of nitrogen compounds from wastewater, Elsevier Science, New York.
Williams, D. (1992). “Western treatment plant glyphosate phytotoxicity trials 1985/1986: Summary of findings.” Doc 437, Melbourne, Australia.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 129Issue 11November 2003
Pages: 1022 - 1029

History

Received: Feb 28, 2002
Accepted: May 28, 2002
Published online: Oct 15, 2003
Published in print: Nov 2003

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Authors

Affiliations

F. Ibrahimi
Goulburn Valley Water, Shepparton, Victoria 3630, Australia.
B. J. C. Perera
School of Architectural, Civil, and Mechanical Engineering, Victoria University, Melbourne, Victoria 8001, Australia (corresponding author).
P. Lechte
School of Architectural, Civil, and Mechanical Engineering, Victoria University, Melbourne, Victoria 8001, Australia.
A. K. Takyi
TetrES Consultants Inc., Winnipeg, Manitoba, Canada.

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