Bioreactor consisting of pressurized aeration and dissolved air flotation for domestic wastewater treatment

被引:25
|
作者
Zhang, Qidian [1 ]
Liu, Shujie [2 ,3 ]
Yang, Chunping [1 ,4 ]
Chen, Fuming [2 ,3 ]
Lu, Songlin [2 ,3 ]
机构
[1] Zhejiang Gongshang Univ, Coll Environm Sci & Engn, Zhejiang Prov Key Lab Solid Waste Treatment & Rec, Hangzhou 310018, Zhejiang, Peoples R China
[2] Tsinghua Univ, Res Inst, Lab Separat Technol Environm Microbiol Resources, Shenzhen 518057, Peoples R China
[3] Tsinghua Univ, Res Inst, Applicat Engn Lab, Shenzhen 518057, Peoples R China
[4] Hunan Univ, Coll Environm Sci & Engn, Changsha 410082, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Bioreactor; Dissolved air flotation; Nitrogen removal; Pressurized aeration; Wastewater treatment; SIMULTANEOUS NITRIFICATION; ACTIVATED-SLUDGE; DENITRIFICATION; SEPARATION; CARBON; RATIO;
D O I
10.1016/j.seppur.2014.10.024
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
In this study, the effects of air pressure, dissolved oxygen (DO) concentration and carbon-nitrogen (C/N) ratio on the treatment efficiency of a pilot-scale bioreactor consisted of pressurized aeration and dissolved air flotation (PA-DAF) were evaluated for domestic wastewater treatment. Results show that SS removal increased with an increased air pressure in the range of 0.10-0.50 MPa, and COD removal peaked at 86% for 0.40 MPa. At DO concentrations ranging from 0.5 to 5.5 mg/L, NH4+-N removal increased to up to 99% as DO concentration was increased, while a peak for TN removal was observed due to nitrification and denitrification. NH4+-N removal decreased while the C/N ratio was increased from 3 to 12, and a peak TN in removal was also observed. The optimal NH4+-N and TN removal efficiency achieved were 99% and 78% when the DO concentration was 2.5 mg/L and 3.5 mg/L, respectively. The NH4+-N removal efficiency was close to 100% at a C/N ratio of 3, and the maximal TN removal efficiency was 80% at a C/N ratio of 5. These results demonstrated the effectiveness of the bioreactor for domestic wastewater treatment. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:186 / 190
页数:5
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