Abstract

This study investigates the disintegration of excess sludge produced in a membrane bioreactor (MBR) with electrocoagulation, electrofenton and electrofenton–Fenton processes. The optimum reaction times for electrocoagulation, electrofenton and electrofenton–Fenton processes were 120, 90 and 70min, respectively. Technical and economical investigations showed that electrofenton–Fenton system was the best one. It was found that 15min electrofenton oxidation process was enough to trigger Fenton oxidation process and 55min remaining reaction time could be operated without electrolysis combination. This process had low energy consumption, and the total cost was 2.02€/m3. After optimization, two MBRs were operated in parallel with and without the batch sludge electrofenton–Fenton oxidation process. The application of electrofenton–Fenton oxidation process to MBR was effective in terms of minimizing production of excess sludge and reducing membrane fouling. The sludge yield constant (Yobs) of the control run was approximately 0.10g MLSS/g COD, while in MBR with the sludge oxidation process, MLSS was kept nearly stable and excess sludge production was negligible. Moreover, effluents from both systems were maintained at an acceptable level. Operation of the MBR system with sludge disintegration process led to a better total nitrogen removal than the control run.

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