Removal of organic carbon, nitrogen and phosphorus in sequential batch reactors integrating the aerobic/anaerobic processes

被引:27
作者
Callado, NH
Foresti, E
机构
[1] Univ Fed Alagoas, Dept Construcao Civil & Transportes, BR-50929970 Maceio, Alagoas, Brazil
[2] Escola Engn Sao Carlos, Dept Hidraul & Saneamento, Ctr 400, BR-13566590 Sao Carlos, SP, Brazil
关键词
biological wastewater treatment; biological phosphorus removal; denitrification; nitrification; SBR reactor;
D O I
10.2166/wst.2001.0232
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The performance of a bench-scale apparatus composed of two sequential batch reactors (SBR), forming an anaerobic/aerobic treatment system, was evaluated as to its potential use for biological removal of organic matter and nutrients. Both the reactors with 12.5 L of useful volume each were operated for the batch cycles of 12 hours receiving 8.0 L of substrate in each cycle. The first reactor (SBRAn) fed with synthetic substrate simulating domestic sewage was meant to remove the largest fraction of carbonic matter and to promote the substrate ammonification. The second reactor (SBRAe) was operated under alternating aerobic and anoxic conditions to establish conditions for achieving nitrification; denitrification and biological phosphate removal in the same batch cycle. Sodium acetate was used as an external carbon source for phosphate removal. Processes monitoring included the analyses of: COD, NTK-N, NH4+-N, NO2--N, NO3--N PO43--P, alkalinity, volatile acids, pH, redox potential, total, fixed and volatile solids. Under the operating conditions imposed, the system exhibited high performance in removing organic matter (COD), nitrogen and phosphorus, producing effluent with COD, NTK-N and PO43--P concentrations lower than 50.0 mg/L, 4.0 mg/L and 1.0 mg/L, respectively.
引用
收藏
页码:263 / 270
页数:8
相关论文
共 12 条
[1]  
*AM PUBL HLTH ASS, 1995, STAND METH EX WAT WA
[2]   Biological nutrient removal in a sequencing batch reactor treating domestic wastewater [J].
Bernardes, RS ;
Klapwijk, A .
WATER SCIENCE AND TECHNOLOGY, 1996, 33 (03) :29-38
[3]  
Droste RL, 1995, INT S TECHN TRANSF S, P353
[4]   ANAEROBIC-AEROBIC COMBINED PROCESS FOR THE TREATMENT OF SEWAGE WITH NUTRIENT REMOVAL - THE ANANOX(R) PROCESS [J].
GARUTI, G ;
DOHANYOS, M ;
TILCHE, A .
WATER SCIENCE AND TECHNOLOGY, 1992, 25 (07) :383-394
[5]  
Gianotti EP, 1997, REV MICROBIOL, V28, P91
[6]   Phosphorus and nitrogen removal with minimal cod requirement by integration of denitrifying dephosphatation and nitrification in a two-sludge system [J].
Kuba, T ;
VanLoosdrecht, MCM ;
Heijnen, JJ .
WATER RESEARCH, 1996, 30 (07) :1702-1710
[7]  
Schmidt E. L., 1982, Methods of soil analysis. Part 2. Chemical and microbiological properties, P1027
[8]  
Sedlak R., 1991, Phosphorus and nitrogen removal from municipal wastewater: principles and practice
[9]  
SOUSA JT, 1996, WATER SCI TECHNOLOGY, V33
[10]   Nitrification, denitrification and phosphorus removal in sequential batch reactors [J].
Surampalli, RY ;
Tyagi, RD ;
Scheible, OK ;
Heidman, JA .
BIORESOURCE TECHNOLOGY, 1997, 61 (02) :151-157