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NAMS 2002 Workshop - ICOM 2008

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Drinking and Wastewater Applications I – 3<br />

Monday July 14, 10:45 AM-11:15 AM, Maui<br />

Impact of Seasonal Water Quality Changes on Low Pressure Membrane<br />

Filtration of an Activated Sludge-Lagoon Effluent.<br />

F. Roddick (Speaker), RMIT University, Melbourne, Australia, felicity.roddick@rmit.edu.au<br />

T. Nguyen, RMIT University, Melbourne, Australia<br />

L. Fan, RMIT University, Melbourne, Australia<br />

J. Harris, RMIT University, Melbourne, Australia<br />

Increasing demands on Melbourne’s water resources due to population growth<br />

and drought have emphasized the need for multiple use of water, including the<br />

treatment and recycling of wastewater. Western Treatment Plant (WTP) treats<br />

approximately 52% of Melbourne’s sewage, a total of approximately 485 million<br />

liters/day, using a sequential activated sludge-lagoon (AS- lagoon) process. WTP<br />

employs two AS-lagoon systems in which sewage is treated by passing through<br />

ponds and an activated sludge plant with anoxic and aeration zones. The<br />

biologically treated effluent then passes through a clarifier and a chain of lagoons<br />

before it is transferred to the head of the road storage pond (HORS). The<br />

recycled water is currently used for various on-site and off-site purposes,<br />

however, due to catchment issues such as industrial waste input and saline<br />

aquifer infiltration, it contains salt which limits its long term use for some<br />

applications, such as agriculture, without additional management practices. Pilotscale<br />

trials, which utilized microfiltration (MF) or ultrafiltration (UF) as a pretreatment<br />

prior to reverse osmosis (RO), demonstrated that the product water<br />

was suitable for various applications including agriculture and domestic use.<br />

Since the effluent from WTP contains algae and algal products from the lagoon<br />

process, as well as some residual products from the AS process, the resultant<br />

membrane fouling and permeate properties may be more problematic and differ<br />

from those arising from separate AS and lagoon processes. As the performance<br />

can vary, and the lagoons are subject to algal blooms over the warmer months,<br />

the aim of this study was to characterize the properties of the AS-lagoon effluent<br />

and to determine their influence on the performance of the MF and UF processes<br />

to determine the impact of seasonal variation. These data will be used as a basis<br />

for the development of a fouling mitigation strategy. The filterability was<br />

measured as specific permeate volume at a final flux rate of 55 L m h- 1 using a<br />

dead-end stirred cell fitted with 0.22 µm PVDF or PES (100 kDa MWCO)<br />

membranes.<br />

The trends for a range of feed parameters over the eighteen month sampling<br />

period were established and their influence on MF and UF filterability statistically<br />

analyzed. During this period, there was a major algal bloom with consequential

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