Chapter 4: Activated Sludge Modelling - IqTMA-UVa
Chapter 4: Activated Sludge Modelling - IqTMA-UVa
Chapter 4: Activated Sludge Modelling - IqTMA-UVa
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Processes for Biological NitrogenRemoval: Preanoxic TreatmentKey design parameters of Anoxic/Aerobic reactors:• Anoxic HRT• [MLSS]• Internal Recycle and RAS• [bCOD]• [rbCOD]• TemperatureTwo design approaches:1- Nitrogen mass balances and the parameter SDNR (g N-NO 3-reduced/ gMLVSS d)2- ASM models46