Olive mill wastewater co-treatment: Effect of (electro)Fenton processes and dilution ratio on moving bed biofilm reactor performance

被引:2
|
作者
De Carluccio, Marco [1 ]
Barboza, Paula [1 ]
Attarian, Paniz [2 ]
Ahangarnokolaei, Mohammad Ali [2 ]
Rizzo, Luigi [1 ]
机构
[1] Univ Salerno, Dept Civil Engn, Water Sci & Technol Grp WaSTe, Via Giovanni Paolo II 132, I-84084 Fisciano, SA, Italy
[2] Tarbiat Modares Univ, Civil & Environm Engn Fac, Dept Environm Engn, POB 14115-397, Tehran, Iran
关键词
Advanced oxidation processes; Biodegradability; Electro-assisted fenton; Fenton; Phenols; ADVANCED OXIDATION PROCESSES; ELECTRO-FENTON; REMOVAL; SCALE; DEGRADATION; REMEDIATION;
D O I
10.1016/j.jclepro.2024.141526
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The treatment of olive mill wastewater (OMW) represents still an open challenge because of its highly polluting load. One of the most affordable methods for small-medium mills is to send OMW to industrial wastewater treatment plants (IWTP). Accordingly, this work explored a strategy consisting of the biological co-treatment of real OMW and simulated urban wastewater by a moving bed biofilm reactor (MBBR), with and without (electro) Fenton pre-treatment, to simulate OMW treatment through a multi-barrier approach in an IWTP. The effluent of the MBBR without pre-treatment, despite the long period of operation of 18 months, was in compliance with the limit for total phenols (TPHs) of 0.5 mg/L only at a really low OMW's dilution ratio (DR) (1/4000 (v/v)). The Fenton oxidation (FO) and the electro-assisted Fenton (EAF) processes were investigated as pre-treatment of diluted OMW. FO resulted in good performances in terms of TPHs removal (81%) and improved biodegradability (final BOD5/COD ratio = 0.35) but in poor COD removal (24%). EAF was more effective (COD removal = 41%, TPHs removal = 85%, and final BOD5/COD ratio = 0.40) than FO. Therefore, EAF was finally investigated on undiluted OMW (COD removal = 56%, TPHs removal = 84%, and final BOD5/COD ratio = 0.62) and subsequently co-treated with simulated urban wastewater by MBBR, identifying 1/1000 as the optimal DR. The investigated multi-barrier approach is an interesting option for OMW co-treatment in IWTPs to successfully address the challenge of TPHs degradation and drastically reduce the volume of the biological process unit (4 times lower than MBBR treatment alone).
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页数:9
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