Integration of advanced oxidation processes and activated sludge for the treatment of high refractory industrial wastewater

被引:8
|
作者
Amaral-Silva, Nuno [1 ,2 ]
Martins, Rui C. [1 ]
Castro-Silva, Sergio [2 ]
Paiva, Claudia [2 ]
Quinta-Ferreira, Rosa M. [1 ]
机构
[1] Univ Coimbra Polo II, Fac Sci & Technol, Engn Dept Chem Engn, CIEPQPF Chem Proc & Forest Prod Res Ctr,GERST, Rua Silvio Lima, P-3030790 Coimbra, Portugal
[2] Adventech Adv Environm Technol, Ctr Empresarial & Tecnol, Rua Fundoes, P-3700121 Sao Joao Da Madeira, Portugal
关键词
coagulation; ozone; Fenton process; activated sludge; industrial wastewater; processes integration; WASTEWATERS;
D O I
10.1002/jctb.4845
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
BACKGROUNDThe aim of this research was centered on the development of a suitable strategy for the treatment of a wastewater from the production of automotive coating pipes. RESULTSCoagulation and Fenton treatments were ineffective and did not achieve the desired objectives, however, ozone based processes were shown to be an interesting technology. Several parameters affecting ozonation, such as pH, the addition of hydrogen peroxide as co-oxidant and the contact time, were optimized. It was concluded that the best efficiency was attained with ozone (2 g h(-1)) using a multi-stage pH procedure. After 1200 min reaction, this system achieved 98% chemical oxygen demand (COD) removal and the final effluent presented a BOD5/COD improvement from 0.11 to 0.30. CONCLUSIONThis study proposes an effective method to treat this specific wastewater. Fenton oxidation enabled an increase in effluent biodegradability, however, not sufficient to enable a posterior biological treatment. Using ozonation, the operating conditions can be adapted to provide an effluent able to be discharged into the hydro resources (COD < 150 mgO(2) L-1), or to be sent to the municipal sewage plant (COD < 1000 mgO(2) L-1) where it will be further refined in a biological system. (c) 2015 Society of Chemical Industry
引用
收藏
页码:2503 / 2509
页数:7
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