External nitrification in biological nutrient removal activated sludge systems

被引:15
作者
Hu, ZR [1 ]
Wentzel, MC [1 ]
Ekama, GA [1 ]
机构
[1] Univ Cape Town, Dept Civil Engn, Water Res Grp, ZA-7701 Rondebosch, Cape, South Africa
关键词
activated sludge; nutrient removal; external nitrification; trickling filters; cost savings;
D O I
10.2166/wst.2001.0055
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A biological nutrient removal (BNR) activated sludge (AS) scheme incorporating external nitrification in a fixed media system is evaluated. A laboratory scale investigation of the scheme indicates that it holds considerable potential for BNRAS system intensification through major reduction in sludge age and oxygen demand and significant improvement in sludge settleability. Because the BNRAS system is not required to nitrify, its anoxic mass fraction can be considerably enlarged at the expense of the aerobic mass fraction creating conditions that (i) allow it to achieve high N removals with domestic wastewaters with high TKN/COD ratios and (ii) promote anoxic P uptake polyphosphate accumulating organisms (PAO) to develop in the system. From this, and earlier investigations with conventional BNR systems, it appears that anoxic P uptake biological excess P removal (BEPR) is only about two thirds of aerobic P uptake BEPR. Inclusion of anoxic P uptake PAOs in, and exclusion of nitrifiers from, the BNRAS system are not essential for the scheme. However, conditions that promote aerobic P uptake to maximize BEPR, are also conducive to nitrifier growth, which, if supported in the BNRAS system, would require virtual complete nitrification in the fixed media system to avoid nitrate interference with BEPR. Before the scheme can be implemented at targe scale, an engineering and economic evaluation is required to quantify its potential benefits and savings.
引用
收藏
页码:251 / 260
页数:10
相关论文
共 17 条
[1]  
APHA. AWWA. WEF, 1985, STAND METH EX WAT WA
[2]   Biological anoxic phosphorus removal - The dephanox process [J].
Bortone, G ;
Saltarelli, R ;
Alonso, V ;
Sorm, R ;
Wanner, J ;
Tilche, A .
WATER SCIENCE AND TECHNOLOGY, 1996, 34 (1-2) :119-128
[3]   A HYPOTHESIS FOR THE CAUSES AND CONTROL OF ANOXIC-AEROBIC (AA) FILAMENT BULKING IN NUTRIENT REMOVAL ACTIVATED-SLUDGE SYSTEMS [J].
CASEY, TG ;
WENTZEL, MC ;
EKAMA, GA ;
LOEWENTHAL, RE ;
MARAIS, GVR .
WATER SCIENCE AND TECHNOLOGY, 1994, 29 (07) :203-212
[4]   Denitrification kinetics in biological N and P removal activated sludge systems treating municipal wastewaters [J].
Ekama, GA ;
Wentzel, MC .
WATER SCIENCE AND TECHNOLOGY, 1999, 39 (06) :69-77
[5]  
HU ZR, 2000, IN PRESS WATER SA, V26
[6]   Occurrence of denitrifying phosphorus removing bacteria in modified UCT-type wastewater treatment plants [J].
Kuba, T ;
VanLoosdrecht, MCM ;
Brandse, FA ;
Heijnen, JJ .
WATER RESEARCH, 1997, 31 (04) :777-786
[7]   EVALUATION OF ALTERNATIVE SLUDGE SETTLEABILITY INDEXES [J].
LEE, SE ;
KOOPMAN, B ;
BODE, H ;
JENKINS, D .
WATER RESEARCH, 1983, 17 (10) :1421-1426
[8]   A RAPID PHYSICAL-CHEMICAL METHOD FOR THE DETERMINATION OF READILY BIODEGRADABLE SOLUBLE COD IN MUNICIPAL WASTE-WATER [J].
MAMAIS, D ;
JENKINS, D ;
PITT, P .
WATER RESEARCH, 1993, 27 (01) :195-197
[9]  
PARKER DS, 1996, WAT SCI TECH, V36, P255
[10]  
RANDALL EW, 1991, WATER SA, V17, P11