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 BOD Removal andNitrificationProcess Configuration for BOD Removal Exclusively• Suitable when space is limited• When nitrification is not needed to meet treatment discharge limitsA) High purity oxygenSRT 1- 4 days / HRT 1-3 h• O 2absorption 2-3 times greaterthan conventional AS• Enclosed systems• Higher MLSS and Organicloading rates• Shorter HRT Low reactor V• Inhibition of Nitrification due toCO 2accumulation low pH• High Invest and Operation Costs37