2010
DOI: 10.2166/wpt.2010.018
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Managing the reverse osmosis concentrate from the Western Corridor Recycled Water Scheme

Abstract: The Western Corridor Recycled Water Scheme consists of three advanced water treatment plants (AWTPs), with the combined capacity to recycle 232 ML/d. Each AWTP process consists of pre-treatment, microfiltration (MF), reverse osmosis (RO), UV/peroxide advanced oxidation and chlorination. A key objective of the project is to improve the environmental health of regional waterways, particularly in relation to nutrient discharges. Reverse osmosis processes produce a concentrate stream (ROC), which is the main rejec… Show more

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Cited by 25 publications
(11 citation statements)
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“…A description of the overall goals of the water recycling project and the issues evaluated during process selection and system design are provided in Wallis-Lage et al (2008) and Solley et al (2010).…”
Section: Reverse Osmosis Concentrate Treatment Strategymentioning
confidence: 99%
“…A description of the overall goals of the water recycling project and the issues evaluated during process selection and system design are provided in Wallis-Lage et al (2008) and Solley et al (2010).…”
Section: Reverse Osmosis Concentrate Treatment Strategymentioning
confidence: 99%
“…Increasingly, water providers are considering alternative water resources, such as recycled water for potable reuse applications (Asano and Levine, 1996; Leverenz et al, 2011; Solley et al, 2010). Water reuse often utilize advanced oxidation processes (AOPs), including ultraviolet light (UV) with hydrogen peroxide and ozone-based technologies.…”
Section: Introductionmentioning
confidence: 99%
“…Other advantages are ease of operation, flexibility to changing conditions and low capital cost to reduce effluent P concentration to less than 1 mg L -1 . 39 Disadvantages associated with chemical accumulation by precipitation include high operating costs, increased salinity in the effluent (mainly as chloride or sulfate), increased sludge production (up to 35 volume percent), 39 the addition of heavy metals present in the raw coagulant 40 and inhibitory effects on the biological process such as anaerobic digestion following the coagulation process. 41 It should be acknowledged that the sludge produced from chemical accumulation techniques, particularly with aluminium and iron coagulation, is agronomically less useful due to low bioavailability of the strongly bound P. 42 Consequently, if this accumulation technique is to be applied as part of an overall nutrient recovery strategy, a subsequent release step can be essential to improve bioavailability of the bound nutrients.…”
Section: Chemical Accumulation Via Precipitationmentioning
confidence: 99%