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
[1]  
[Anonymous], 1999, Standard Methods for Examination of Water and Waste Water
[2]   Effect of influent COD/N ratio on biological nitrogen removal (BNR) from high-strength ammonium industrial wastewater [J].
Carrera, J ;
Vicent, T ;
Lafuente, J .
PROCESS BIOCHEMISTRY, 2004, 39 (12) :2035-2041
[3]   The effects on operation conditions of sludge retention time and carbon/nitrogen ratio in an intermittently aerated membrane bioreactor (IAMBR) [J].
Choi, Changkyoo ;
Lee, Jaekeun ;
Lee, Kwangho ;
Kim, Moonil .
BIORESOURCE TECHNOLOGY, 2008, 99 (13) :5397-5401
[4]   DETECTION AND COUNTING OF NITROBACTER POPULATIONS IN SOIL BY PCR [J].
DEGRANGE, V ;
BARDIN, R .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1995, 61 (06) :2093-2098
[5]   Assessment of soil microbial community structure by use of taxon-specific quantitative PCR assays [J].
Fierer, N ;
Jackson, JA ;
Vilgalys, R ;
Jackson, RB .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 2005, 71 (07) :4117-4120
[6]   Ubiquity and diversity of ammonia-oxidizing archaea in water columns and sediments of the ocean [J].
Francis, CA ;
Roberts, KJ ;
Beman, JM ;
Santoro, AE ;
Oakley, BB .
PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 2005, 102 (41) :14683-14688
[7]   Control of COD/N ratio for nutrient removal in a modified membrane bioreactor (MBR) treating high strength wastewater [J].
Fu, Zhimin ;
Yang, Fenglin ;
Zhou, Feifei ;
Xue, Yuan .
BIORESOURCE TECHNOLOGY, 2009, 100 (01) :136-141
[8]   Simultaneous nitrification and denitrification coupled with phosphorus removal in an modified anoxic/oxic-membrane bioreactor (A/O-MBR) [J].
Fu, Zhimin ;
Yang, Fenglin ;
An, Yingyu ;
Xue, Yuan .
BIOCHEMICAL ENGINEERING JOURNAL, 2009, 43 (02) :191-196
[9]   The status of membrane bioreactor technology [J].
Judd, Simon .
TRENDS IN BIOTECHNOLOGY, 2008, 26 (02) :109-116
[10]   Factors affecting the biological nitrogen removal from wastewater [J].
Komorowska-Kaufman, M ;
Majcherek, H ;
Klaczynski, E .
PROCESS BIOCHEMISTRY, 2006, 41 (05) :1015-1021