Start-up of a two-stage bioaugmented anoxic-oxic (A/O) biofilm process treating petrochemical wastewater under different DO concentrations

被引:46
|
作者
Guo, Jingbo [1 ,2 ]
Ma, Fang [1 ,2 ]
Chang, Chein-Chi [1 ,3 ]
Cui, Di [1 ,2 ]
Wang, Li [1 ,2 ]
Yang, Jixian [1 ,2 ]
Wang, Liang [4 ]
机构
[1] Harbin Inst Technol, Sch Municipal & Environm Engn, Harbin 150090, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, State Key Lab Urban Water Resources & Environm, Harbin 150090, Heilongjiang, Peoples R China
[3] Univ Maryland, Dept Civil & Environm Engn, Baltimore, MD 21250 USA
[4] China Natl Petr Corp, Jilin Petrochem Co, Vanillin Factory, Jilin 132021, Peoples R China
关键词
DO concentration; Two-stage A/O biofilm process; Bioaugmentation; Start-up; Petrochemical wastewater; DISSOLVED-OXYGEN CONTROL; ACTIVATED-SLUDGE SYSTEM; BACTERIAL COMMUNITIES; STABILITY; REACTORS; REMOVAL; DENITRIFICATION; MICROORGANISMS; NITRIFICATION; PERFORMANCE;
D O I
10.1016/j.biortech.2009.02.059
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The traditional two-stage anoxic-oxic (A/O) activated sludge process might be inefficient in pollutants removal and could not ensure the effluent quality. By installing polyurethane foams as carriers and inoculating specialized bacteria in the oxic compartments, the activated sludge systems could be transformed into bioaugmented biofilm processes to enhance the removal efficiency to recalcitrant pollutants. Optimal environment should be provided for the bioaugmented bacteria during systems' start-up. In the present research, dissolved oxygen (DO) concentration was studied as a crucial environmental factor on the performances of the bioagumented systems. The results indicated that the system adopted lower DO concentration took less time to start-up, performed higher pollutants removal efficiency and stronger resistance to shock loadings compared to the system with higher DO level. This was the first attempt to evaluate the importance of DO concentration on the start-up of the two-stage bioaugmented A/O biofilm process. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3483 / 3488
页数:6
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