Optimisation of anaerobic/anoxic/oxic process to improve performance and reduce operating costs

被引:22
|
作者
Peng, Yongzhen
Wang, Xiaolian
Wu, Weimin
Li, Jun
Fan, Jie
机构
[1] Beijing Univ Technol, Coll Environm & Energy Engn, Key Lab Beijing Water Environm Recovery, Beijing 100022, Peoples R China
[2] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
[3] Harbin Inst Technol, Sch Municipal & Environm Engn, Harbin 150091, Heilongjiang, Peoples R China
关键词
A(2)O process; denitrifying phosphorus removal; nitrate recirculation ratio; volume ratio of anaerobic/anoxic/oxic zone; bypass flow ratio;
D O I
10.1002/jctb.1573
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
A laboratory-scale anaerobic/anoxic/oxic reactor system was used to treat synthetic brewery wastewater for I year. The objectives were to enhance denitrifying phosphorus removal, improve biological nutrient removal and reduce operating costs. Three operational strategies were tested: (1) controlling nitrate recirculation to stimulate the growth of denitrifying phosphate-accumulating organisms; (2) adjusting the volume ratio of the anaerobiclanoxic/oxic zones to enhance anoxic P uptake; (3) bypassing a part of the influent flow into the anoxic zone to maximise anoxic P uptake and denitrification. The results showed that not only was anoxic P uptake enhanced but also energy consumption for aeration could be reduced when the anoxic effluent NO3--N concentration was controlled between 1 and 3 mg L-1. The optimal volume ratio of the anaerobic/anoxic/aerobic zones in this system was found to be 1:1:2. The optimal bypass flow ratio was 0.32. The results indicated that the optimal strategies could improve treatment performance and reduce operational costs, but there was still a challenge to treat wastewater with low ON ratio. (c) 2006 Society of Chemical Industry.
引用
收藏
页码:1391 / 1397
页数:7
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