Simultaneous Biological Nutrient Removal: A State-of-the-Art Review

被引:44
作者
Daigger, Glen T. [1 ]
Littleton, Helen X. [2 ]
机构
[1] CH2M Hill Inc, Englewood, CO 80112 USA
[2] Amer Water, Voorhees, NJ USA
关键词
simultaneous biological nutrient removal; nitrogen; phosphorus; floc micro-environment; bioreactor macro-environment; SIMULTANEOUS NITRIFICATION-DENITRIFICATION; ACTIVATED-SLUDGE FLOC; COMPUTATIONAL FLUID-DYNAMICS; CLOSED-LOOP BIOREACTORS; WASTE-WATER TREATMENT; NITROGEN REMOVAL; PHOSPHORUS REMOVAL; DISSOLVED-OXYGEN; MEMBRANE BIOREACTOR; OXIDATION-DITCH;
D O I
10.2175/106143013X13736496908555
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Simultaneous biological nutrient removal (SBNR) is the occurrence of biological nutrient removal (BNR) in systems that do not possess defined anaerobic and/or anoxic zones. A review of the relevant literature demonstrates that two mechanisms are primarily responsible for SBNR: (1) the bioreactor macro-environment and (2) the floc micro-environment. Complex hydraulic flow patterns exist in full-scale bioreactors that can result in the cycling of mixed liquor through the different environments needed for BNR. Diffusion resistance further allows oxygen-sufficient and oxygen-deficient zones to develop in activated sludge flocs if the external dissolved oxygen concentration is properly controlled. The diffusion of substrates between these zones allows BNR to occur. Long-term acclimation to the unique environmental conditions occurring in these systems results in the selection of microorganisms well adapted to the low dissolved oxygen concentrations occurring in them. The experience base for the design and operation of SBNR systems is expanding, thereby allowing their more widespread application, especially coupled with conventional mathematical modeling approaches. Computational fluid dynamics is an evolving tool to assist with the design and optimization of SBNR.
引用
收藏
页码:245 / 257
页数:13
相关论文
共 87 条
[1]   AERATED ANOXIC BIOLOGICAL NDEN PROCESS [J].
ALBERTSON, OE ;
STENSEL, HD .
WATER SCIENCE AND TECHNOLOGY, 1994, 29 (07) :167-176
[2]   AERATED ANOXIC OXIDATION-DENITRIFICATION PROCESS [J].
ALBERTSON, OE ;
COUGHENOUR, J .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1995, 121 (10) :720-726
[3]  
[Anonymous], BIOTECHNOL BIOENG, V97, P801
[4]  
APPLEGATE CS, 1980, J WATER POLLUT CON F, V52, P568
[5]   Simultaneous nitrogen and phosphate removal in aerobic granular sludge reactors operated at different temperatures [J].
Bassin, J. P. ;
Kleerebezem, R. ;
Dezotti, M. ;
van Loosdrecht, M. C. M. .
WATER RESEARCH, 2012, 46 (12) :3805-3816
[6]   EFFECTS OF DISSOLVED-OXYGEN AND DIFFUSION RESISTANCES ON NITRIFICATION KINETICS [J].
BECCARI, M ;
DIPINTO, AC ;
RAMADORI, R ;
TOMEI, MC .
WATER RESEARCH, 1992, 26 (08) :1099-1104
[7]   Simultaneous nitrification-denitrification process in extended aeration plants: Pilot and real scale experiences [J].
Bertanza, G .
WATER SCIENCE AND TECHNOLOGY, 1997, 35 (06) :53-61
[8]   Mixing characterisation of full-scale membrane bioreactors: CFD modelling with experimental validation [J].
Brannock, M. ;
Wang, Y. ;
Leslie, G. .
WATER RESEARCH, 2010, 44 (10) :3181-3191
[9]  
Brewer H., 1995, P 68 ANN WAT ENV FED, P673
[10]  
Burrows LJ, 2001, WATER SA, V27, P79