Performance assessment of aerobic granulation for the post treatment of anaerobic effluents

• Published in: Environmental technology & innovation 2020-02, Vol.17, p.100588, Article 100588
• Main Authors: Owaes, Magray, Gaur, Rubia Zahid, Hasan, Mohd. Najibul, Gani, Khalid Muzamil, Kumari, Sheena, Bux, Faizal, Khan, Abid Ali, Kazmi, A.A.
• Format: Article
• Language: English
• Subjects: Aerobic granulation; Anaerobic effluents; Scanning electron microscopy (SEM); Sequencing batch reactor (SBR); Sewage; Up-flow anaerobic sludge blanket (UASB) process
• ISSN: 2352-1864; 2352-1864
• DOI: 10.1016/j.eti.2019.100588

Present study investigates the formation of aerobic granular biomass and its comparative performance in treatment of anaerobic effluents using two lab scale sequencing batch reactors (SBR), (Reactor 1 and 2) fed with medium strength synthetic wastewater and anaerobic effluent respectively. The granulation was better in reactor 1 with biomass concentration of 7014 mg/L while in reactor 2 it could reach only 3910 mg/L. Reactor 1 showed good organic and nitrogen removal performance. The COD removal efficiency in reactor 1 was more than 90% (average ∼94 ± 2%) reaching to a maximum of 98% with influent concentration of 1400 ± 12 mg/L. While in reactor 2, it was only 55 ± 9% reaching to a maximum of 64% with influent concentration of 213 ± 47 mg/L. Total nitrogen removal efficiency with influent of 140 ± 3 mg/L in reactor 1 was more than 90% compared to average removal efficiency of 78 ± 7% with influent of 84 ± 25 mg/L in reactor 2. Reactor 1 showed better nitrate removal of 91 ± 9%(influent nitrate concentration of 53 ± 6 mg/L) while as reactor 2 showed better ammonia removal of 87 ± 25% with influent concentration of 67 ± 29 mg/L. Sludge characterization by Scanning Electron Microscopy and Fourier Transforms Infrared Spectroscopy revealed bacterial morphologies of rod, coccus and filament coexisted in the granules. The preliminary findings in this study may supplement insights about application of aerobic granulation in post treatment of anaerobic effluents. •Evaluated performance of aerobic granulation for treatment of UASB effluent.•COD and nitrogen removal from UASB effluent was 55±9% and 78±7% respectively.•Low organic loading in UASB effluent can influence granule formation.