Impact of aeration conditions on the removal of low concentrations of nitrogen in a tertiary partially aerated biological filter

被引:52
作者
Albuquerque, Antonio [1 ]
Makinia, Jacek [2 ]
Pagilla, Krishna [3 ]
机构
[1] Univ Beira Interior, Civil Engn & Architectural Dept, P-6200001 Calcada Fonte Do Lameiro, Covilha, Portugal
[2] Gdansk Univ Technol, Fac Civil & Environm Engn, PL-80233 Gdansk, Poland
[3] IIT, Civil Architectural & Environm Engn Dept, Chicago, IL 60616 USA
关键词
Biological aerated filter; Denitrification; Nitrogen removal; Nitrification; Partial aeration; Residual removal; WASTE-WATER TREATMENT; CONSTRUCTED WETLANDS; LANDFILL LEACHATE; MEDIA; DENITRIFICATION; NITRIFICATION; PERFORMANCE; BIOFILTER; AMMONIA; REACTOR;
D O I
10.1016/j.ecoleng.2012.03.006
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
A submerged biological aerated filter (BAF) partially aerated was used to study the removal of low concentrations of ammonia nitrogen (0.3 g N/m(3) to 30.5 gN/m(3)) typically found in nutrient enriched river and lake waters, and treated effluents. Four series of experiments were performed with a synthetic wastewater at ammonia loading rates between 6 g N/m(3) d and 903 g N/m(3) d and C/N ratios from 2 to 20. The results showed that ammonia removal rates reached higher values (172 g N/m(3) d to 564 g N/m(3) d) for C/N =2 and lower values (13.6 g N/m(3) d to 34.6 g N/m(3) d) for C/N =20. Between 50% and 70% of the ammonia was removed in the upper section of the BAF, where the dissolved oxygen (DO) concentration was over 2.1 g O-2/m(3) and the biofilm depth ranged from 0.4 to 0.6 mm. At the bottom section of the reactor, simultaneous removal of ammonia and nitrate was observed at the DO concentrations in the range 0.4 g O-2/m(3) to 0.8 g O-2/m(3). There was no removal of ammonia nitrogen for loads below 15 g N/m(3).d. The results indicate that the removal of nitrogen in partially aerated BAF may not only be explained by the conventional mechanisms of nitrification/denitrification. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:44 / 52
页数:9
相关论文
共 35 条
[1]   Sustainable nitrogen elimination biotechnologies: A review [J].
Ahn, Young-Ho .
PROCESS BIOCHEMISTRY, 2006, 41 (08) :1709-1721
[2]   Influence of bed media characteristics on ammonia and nitrate removal in shallow horizontal subsurface flow constructed wetlands [J].
Albuquerque, A. ;
Oliveira, J. ;
Semitela, S. ;
Amaral, L. .
BIORESOURCE TECHNOLOGY, 2009, 100 (24) :6269-6277
[3]  
Albuquerque A., 2003, THESIS U BEIRA INTER, P469
[4]  
Albuquerque A., 2009, Proc. of the WEF Nutrient Removal Conference 2009, 28 June to 1 July 2009, Washington, P117
[5]  
[Anonymous], 2006, MATH MODELING BIOFIL
[6]  
APHA, 1999, Standard Methods for Examination of Water and Wastewater, V20th ed., P1325
[7]   The influence of plants on nitrogen removal from landfill leachate in discontinuous batch shallow constructed wetland with recirculating subsurface horizontal flow [J].
Bialowiec, Andrzej ;
Davies, Laura ;
Albuquerque, Antonio ;
Randerson, Peter F. .
ECOLOGICAL ENGINEERING, 2012, 40 :44-52
[8]   Nitrogen removal from landfill leachate in constructed wetlands with reed and willow: Redox potential in the root zone [J].
Bialowiec, Andrzej ;
Davies, Laura ;
Albuquerque, Antonio ;
Randerson, Peter F. .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2012, 97 :22-27
[9]   Aerobic degradation of the azo dye acid red 151 in a sequencing batch biofilter [J].
Buitrón, G ;
Quezada, M ;
Moreno, G .
BIORESOURCE TECHNOLOGY, 2004, 92 (02) :143-149
[10]  
Chang Y., 2008, P IWA C SAN OPT AS P