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Aerobic granulation with industrial wastewater in sequencing batch reactors
Belén Arrojo1, Anuska Mosquera-Corral, Juan M Garrido
1Department of Chemical Engineering. School of Engineering, Avda Lope Gómez de Marzoa, University of Santiago de Compostela, E-15782 Santiago de Compostela, Galicia, Spain.
Water Research
|July 28, 2004
Summary
Granular sludge formation in sequencing batch reactors (SBRs) was achieved with similar nitrogen removal efficiency. Optimizing withdrawal period and particulate COD to VSS ratio reduced total suspended solids (TSS) in effluent.
Area of Science:
- Environmental Science
- Biotechnology
- Wastewater Treatment
Background:
- Industrial wastewater from dairy product analysis poses treatment challenges.
- Sequencing batch reactors (SBRs) are effective for wastewater treatment.
- Granular sludge formation is crucial for efficient wastewater treatment.
Purpose of the Study:
- To investigate granular sludge formation in SBRs fed with dairy industrial wastewater.
- To evaluate the impact of an anoxic phase and operational parameters on nitrogen removal and effluent quality.
- To determine optimal conditions for minimizing total suspended solids (TSS) in SBR effluent.
Main Methods:
- Two laboratory-scale SBRs (R1 and R2) were operated with industrial wastewater.
- R1 included an anoxic phase, while R2 was fully aerobic.
- High organic and nitrogen loading rates were applied.
- Effluent TSS was analyzed concerning withdrawal period and CODp/VSS ratio.
Main Results:
- Granular sludge with similar morphology and size distribution (0.25–4.0 mm) formed in both reactors.
- Both SBRs achieved 70% nitrogen removal efficiency despite different operational phases.
- Lower effluent TSS concentrations (<0.12 g COD/g VSS) were achieved with a reduced CODp/VSS ratio.
- Decreasing the withdrawal period from 3 to 0.5 min significantly reduced effluent TSS.
Conclusions:
- Granular sludge can be effectively formed in SBRs treating dairy industrial wastewater.
- Nitrogen removal efficiency is maintained even with operational variations.
- Minimizing effluent TSS requires careful control of the withdrawal period and CODp/VSS ratio.
- Shorter withdrawal periods enhance biomass retention and reduce effluent solids.