Abstract
Dealing with a Model Monster: How to Overcome Challenges to Modeling Complex Nutrient Removal UpgradesFaced with a 1 mg/L Total Phosphorus effluent permit limit and an unusually high influent phosphorus concentration due to industrial discharges, the City of Salem, Ohio was forced to consider various advanced nutrient removal upgrade options for their existing 4 mgd secondary biological treatment plant with the following general process flow schematic (Figure 1).Author(s)Kristin WallerMark GreeneBill MeinertRick ReedMatt HoopesSourceProceedings of the Water Environment FederationDocument typeConference PaperPublisherWater Environment FederationPrint publication date Oct, 2013ISSN1938-6478DOI10.2175/193864713813673785Volume / Issue2013 / 16Content sourceWEFTECCopyright2013Word count311
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