Sewage sludge minimisation by OSA-MBR: A pilot plant experiment

Abstract

This study presents the excess sludge minimisation in a Membrane Bioreactor (MBR) system by an Oxic Settling Anaerobic (OSA) process. The pilot plant was fed with real wastewater and OSA was operated with two different hydraulic retention times (HRT), respectively 4 (Period II) and 6 h (Period III) and compared to an MBR (Period I). Multiple parameters/variables were monitored: sludge minimisation, nitrogen and carbon removal, membrane fouling, and biokinetic behaviour through respirometry. With respect to the current literature, greenhouse gas emissions were also here monitored, often neglected. Results demonstrated that combining MBR and OSA systems can significantly reduce excess sludge production (89.7%, in Period III and 59.7% in Period II, compared to Period I). However, Period III presented better PO₄-P removal efficiencies but worse performances in the other parameters (COD, NH₄ and Total Nitrogen). No substantial variation in membrane fouling was obtained over the experimental periods. Finally, the HRT increase in the anaerobic reactor promoted a N₂O-N increase inside the unaerated reactors, highlighting the need for a trade-off between sludge minimisation and GHG emission.

Keywords: Activated sludge; Biological reactors; Oxic-settling-anaerobic (OSA); Sludge minimisation; Wastewater treatment.