4.0 Article

Nutrient removal technology in North America and the European Union: A review

Journal

WATER QUALITY RESEARCH JOURNAL OF CANADA
Volume 41, Issue 4, Pages 449-462

Publisher

IWA PUBLISHING
DOI: 10.2166/wqrj.2006.048

Keywords

nutrient removal; Europe; Canada; USA; activated sludge; BNR; sludge liquor treatment; biofilm reactors; membrane reactors

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The European Union (EU) has implemented effluent (emission) standards since 1991, while North America practices a risk-based, imission approach. Progressing eutrophication and large fees for discharged loads push EU countries toward more stringent effluent concentrations, below total nitrogen (TN) levels of 10 mg/L and total phosphorus (TP) levels of 1 mg/L. In North America, the limit of treatment technology (LOT) concept has been defined as the lowest economically achievable effluent quality, which for TN is < 1.5 to 3 mg/L and TP is < 0.07 mg/L. These limits are becoming targets in fragile ecoregions in North America and drive the technology solutions towards a combination of advanced biological nutrient removal process trains, followed by chemical polishing and solids separation by granular or cloth filters or membranes. In Western Canada one-biomass biological nutrient removal processes are used, such as Westbank or Step-feed, often followed by filtration to achieve low effluent total phosphorus levels. Eastern Canada has a less stringent approach to nitrogen control and practices chemical phosphorus removal. Requirement for total nitrogen removal and rising costs of phosphorus precipitation drive designers towards advanced one-biomass processes and full utilization of carbon (for denitrification and phosphorus removal) available in raw wastewater and primary sludge. New processes are developed to take advantage of carbon available in waste activated sludge or even in the recycled activated sludge. Sludge treatment return streams have high nutrient loads and novel processes are introduced for their treatment, some utilizing generated nitrifier biomass for bio-augmentation of the main stream nitrification process. The impact of sludge processing on the liquid train and vice versa is now fully embedded in the design process.

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