Water Science & Technology · 1983 · 60 citations · 0 references
EngineeringBiotechnologyEnvironmental EngineeringNutrient CyclingWaste ManagementWastewater TreatmentBiological Treatment ProcessesNutrient RemovalPhosphorus RemovalSludge TreatmentWaste TreatmentWastewater BiotreatmentAnaerobic DigestersBiological Nutrient RemovalBiological Phosphorus RemovalDenitrificationPhosphorus Removal From Municipal WastewaterPhosphorus Removal KineticsWastewater Anaerobic TreatmentWastewater Treatment Nutrient Removal
Biological excess phosphorus removal in nitrification-denitrification single sludge activated sludge processes is shown to be stimulated by having a concentration of rapidly biodegradable COD (Sbsa) ≧25 mg/ℓ in the anaerobic reactor; the magnitude of the P removal is determined by a P removal propensity factor (Pf) defined by the product of (Sbsa−25) and the fractional mass of sludge in the anaerobic reactor. Sbsa is rapidly depleted by nitrate entering the anaerobic reactor; in the Phoredox process treating municipal waste flows if the TKN/COD ratio of the influent is greater than about 0,08 mgN/mgCOD the process, if designed to ensure efficient nitrification, is unlikely to remove all the nitrate and nitrate is recycled to the anaerobic reactor whereupon P removal declines. A new process is proposed that protects the anaerobic reactor from the nitrate in the effluent; tests indicate that this process can give excess P removal for TKN/COD ratios up to 0,14 mgN/mgCOD.