Pilot-scale Experience with Biological Nutrient Removal and Biomass Yield Reduction in a Liquid-solid Circulating Fluidized Bed Bioreactor

被引:30
作者
Chowdhury, Nabin [1 ]
Nakhla, George [2 ]
Zhu, Jesse [2 ]
Islam, Mohammad [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, London, ON N6A 5B8, Canada
[2] Univ Western Ontario, Dept Chem & Biochem Engn, London, ON N6A 5B9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
liquid-solid circulating fluidized bed; biofilm; nitrification-denitrification; biological phosphorus removal; biomass yield; WASTE-WATER TREATMENT; AIRLIFT SUSPENSION REACTOR; NITROGEN REMOVAL; ANAEROBIC TREATMENT; SIMULTANEOUS CARBON; GRANULAR SLUDGE; PERFORMANCE; CARRIERS;
D O I
10.2175/106143010X12609736967080
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A pilot-scale liquid-solid circulating fluidized bed (LSCFB) bioreactor was developed at the Adelaide Pollution Control Plant, London, Ontario, Canada, to study its commercial viability for biological nutrient removal. Lava rock particles of 600 mu m were used as a biomass carrier media. The LSCFB removed approximately 90% organic, 80% nitrogen, and 70% phosphorus at loading rates of 4.12 kg COD/m(3).d, 0.26 kg N/m(3).d, and 0.052 kg P/m(3).d, and an empty bed contact time of 1.5 hours. Effluent characterized by <1.0 mg NH(4)-N/L, <5.0 mg NO(3)-N/L, <1.0 mg PO(4)-P/L, <10 mg TN/L, <10 mg SBOD/L, and 10 to 15 mg volatile suspended solids (VSS)/L can easily meet the criteria for nonpotable reuse of treated wastewater. The system removed nutrients without using any chemicals, and the secondary clarifier removed suspended solids removal without chemicals. A significant reduction (approximately 75%) in biomass yield to 0.12 to 0.16 g VSS/g chemical oxygen demand (COD) was observed, primarily because of long biological solids retention time (SRT) of 20 to 39 days and a combination of anoxic and aerobic COD consumption. Water Environ. Res., 82, 772 (2010).
引用
收藏
页码:772 / 781
页数:10
相关论文
共 30 条
[1]  
[Anonymous], 2003, LIQUID SOLIDS FLUIDI
[2]  
[Anonymous], 1998, STAND METH EX WAT WA, V20th
[3]  
Asano Takashi., 2007, Water Reuse: Issues, Technology, and Applications
[4]   Procedure to quantify biofilm activity on carriers used in wastewater treatment systems [J].
Bolton, James ;
Tummala, Archana ;
Kapadia, Chirag ;
Dandamudi, Manoj ;
Belovich, Joanne M. .
JOURNAL OF ENVIRONMENTAL ENGINEERING, 2006, 132 (11) :1422-1430
[5]   Development of an innovative vertical submerged membrane bioreactor (VSMBR) for simultaneous removal of organic matter and nutrients [J].
Chae, S. R. ;
Kang, S. T. ;
Watanabe, Y. ;
Shin, H. S. .
WATER RESEARCH, 2006, 40 (11) :2161-2167
[6]   Load maximization of a liquid-solid circulating fluidized bed bioreactor for nitrogen removal from synthetic municipal wastewater [J].
Chowdhury, Nabin ;
Nakhla, George ;
Zhu, Jesse .
CHEMOSPHERE, 2008, 71 (05) :807-815
[7]   Simultaneous carbon and nitrogen removal in anoxic-aerobic circulating fluidized bed biological reactor (CFBBR) [J].
Cui, Y ;
Nakhla, G ;
Zhu, J ;
Patel, A .
ENVIRONMENTAL TECHNOLOGY, 2004, 25 (06) :699-712
[8]   Simultaneous COD, nitrogen, and phosphate removal by aerobic granular sludge [J].
de Kreuk, M ;
Heijnen, JJ ;
van Loosdrecht, MCM .
BIOTECHNOLOGY AND BIOENGINEERING, 2005, 90 (06) :761-769
[9]   Performance study of the reduction of excess sludge and simultaneous removal of organic carbon and nitrogen by a combination of fluidized- and fixed-bed bioreactors with different structured macroporous carriers [J].
Feng, Quan ;
Yu, Anfeng ;
Chu, Libing ;
Xing, Xin-Hui .
BIOCHEMICAL ENGINEERING JOURNAL, 2008, 39 (02) :344-352
[10]   Extensive nitrogen removal in a new type of airlift reactor [J].
Frijters, CTMJ ;
Vellinga, S ;
Jorna, T ;
Mulder, R .
WATER SCIENCE AND TECHNOLOGY, 2000, 41 (4-5) :469-476