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 andNitrificationB) High Rate Aeration Systems.SRT 0.5 - 2 days / HRT 1.5-3 h• Systems operated at High loading rates, low MLSS concentration, andlow HRT• Less stable operation, lower quality effluent, High <strong>Sludge</strong> Production38