Effect of supplementary carbon addition in the treatment of low C/N high-technology industrial wastewater by MBR

被引:52
作者
Kumar, Mathava [2 ]
Lee, Pei-Yun [1 ]
Fukusihma, Toshikazu [3 ]
Whang, Liang-Ming [3 ,4 ,5 ]
Lin, Jih-Gaw [1 ]
机构
[1] Natl Chiao Tung Univ, Inst Environm Engn, Hsinchu 30010, Taiwan
[2] Natl Inst Technol Calicut, Dept Civil Engn, Kozhikode 673601, Kerala, India
[3] Natl Cheng Kung Univ, Dept Environm Engn, Tainan 30701, Taiwan
[4] Natl Cheng Kung Univ, SERC, Tainan 30701, Taiwan
[5] Natl Cheng Kung Univ, RCETS, Tainan 30701, Taiwan
关键词
Membrane bioreactor; Supplementary carbon; Wastewater treatment; Denitrification; C/N ratio; BIOLOGICAL NITROGEN REMOVAL; AERATED MEMBRANE BIOREACTOR; COD/N RATIO; POPULATIONS; PCR; BACTERIAL; SLUDGE; GENES; SOIL;
D O I
10.1016/j.biortech.2011.12.102
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The effect of supplementary carbon addition for the treatment of high-technology industrial wastewater in a membrane bioreactor (MBR) was investigated. The MBR was operated for 302 days under different C/N (BODL/NH4+-N) ratios, i.e. 0.9-1 to 20 days, 1.6-21 to 42 days, 2.9-43 to 82 days. 3.6-83 to 141 days, 4.8-165 to 233 days and 9.3-240 to 302 days. Irrespective of the C/N ratios investigated, SS and BOD5 removal efficiencies were above 95% and above 80% COD removal efficiency was observed. In addition, complete nitrification was observed throughout the investigation. However, denitrification and total nitrogen removal efficiencies reached their maximum values at the highest C/N ratio (9.3) investigated. Real-time PCR analysis revealed 10 times higher ammonia oxidizing bacteria to total bacteria ratio under the highest C/N ratio condition (9.3) compared to the low C/N ratio condition (1.6). (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:148 / 153
页数:6
相关论文
共 20 条
[11]   Membrane Bioreactors in Waste Water Treatment - Status and Trends [J].
Kraume, Matthias ;
Drews, Anja .
CHEMICAL ENGINEERING & TECHNOLOGY, 2010, 33 (08) :1251-1259
[12]   Comparative study of MBR and activated sludge in the treatment of paper mill wastewater [J].
Lerner, M. ;
Stahl, N. ;
Galil, N. I. .
WATER SCIENCE AND TECHNOLOGY, 2007, 55 (06) :23-29
[13]   Denitrifying genes in bacterial and Archaeal genomes [J].
Philippot, L .
BIOCHIMICA ET BIOPHYSICA ACTA-GENE STRUCTURE AND EXPRESSION, 2002, 1577 (03) :355-376
[14]   Ammonia- and nitrite-oxidizing bacterial communities in a pilot-scale chloraminated drinking water distribution system [J].
Regan, JM ;
Harrington, GW ;
Noguera, DR .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 2002, 68 (01) :73-81
[15]   The ammonia monooxygenase structural gene amoA as a functional marker: Molecular fine-scale analysis of natural ammonia-oxidizing populations [J].
Rotthauwe, JH ;
Witzel, KP ;
Liesack, W .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1997, 63 (12) :4704-4712
[16]   The Commercial Status of Membrane Bioreactors for Municipal Wastewater [J].
Santos, A. ;
Judd, S. .
SEPARATION SCIENCE AND TECHNOLOGY, 2010, 45 (07) :850-857
[17]  
Schramm A, 1999, APPL ENVIRON MICROB, V65, P3690
[18]   Influence of mixed liquor recycle ratio and dissolved oxygen on performance of pre-denitrification submerged membrane bioreactors [J].
Tan, Teck Wee ;
Ng, How Yong .
WATER RESEARCH, 2008, 42 (4-5) :1122-1132
[19]   Reassessing PCR primers targeting nirS, nirK and nosZ genes for community surveys of denitrifying bacteria with DGGE [J].
Throbäck, IN ;
Enwall, K ;
Jarvis, Å ;
Hallin, S .
FEMS MICROBIOLOGY ECOLOGY, 2004, 49 (03) :401-417
[20]   Treatment of household wastewater using an intermittently aerated membrane bioreactor [J].
Yeom, IT ;
Nah, YM ;
Ahn, KH .
DESALINATION, 1999, 124 (1-3) :193-203