Use of coagulant and zeolite to enhance the biological treatment efficiency of high ammonia leachate

被引:47
作者
Ahn, DH
Chung, YC
Chang, WS
机构
[1] Myongji Univ, Dept Environm Engn & Biotechnol, Yongin 449728, Kyonggi Do, South Korea
[2] Korea Inst Sci & Technol, Water Environm Res Ctr, Seoul 130650, South Korea
来源
JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING | 2002年 / 37卷 / 02期
关键词
zeolite; coagulant; high-ammonia leachate; biological treatment;
D O I
10.1081/ESE-120002580
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Most landfill leachates in Korea, herein defined as the contaminated liquid resulting from the percolation of water through a landfill, are high in ammonium nitrogen, which inhibits biological treatment processes and deteriorates rivers. A laboratory experiment investigated the effect of pre-removal of ammonium nitrogen using zeolite on the efficiency of organic treatment of the following activated- sludge process. Ferric chloride was initially used as a coagulant for solids removal. A clinoptilolite and mordenite rich rock from the Guryongpo area, the Yeongil Basalt, in Korea, reduced the ammonia nitrogen concentrations of leachate from 1300-1500 to 110-130mg/l in a 24h batch operation. Three activated sludge reactors were operated to compare treatment efficiency under different influent conditions. In reactor 1, leachate having high concentration of chemical oxygen demands (COD) and suspended solids (SS) was directly fed to the reactor without pretreatment. The supernatant, after the coagulation process that remove some suspended solids and COD, was fed to reactor 2. As the use of coagulation process alone is not effective to remove ammonium nitrogen, supernatant treated by both coagulation focusing on the removal of COD and the zeolite concentrating on the removal of ammonium nitrogen was fed to reactor 3. As the result of experiment, greater efficiency in lowering the chemical oxygen demand (83%, influent COD; 1800-3000mg/l, effluent COD; 300-500mg/l) was achieved in reactor 3. Meanwhile, 63% (influent COD; 4000-5000 mg/l, effluent COD; 1470-1840 mg/l) and 66% (influent COD; 2400-3300 mg/l, effluent COD; 820-1100 mg/l) removal efficiency of COD were achieved in reactors 1 and 2, respectively. Thus, ammonia pre-removal by zeolite remarkably improved the lowering of chemical oxygen demand and the solids separation in the activated sludge process.
引用
收藏
页码:163 / 173
页数:11
相关论文
共 9 条
[1]   ANAEROBIC-AEROBIC TREATMENT OF HIGH-STRENGTH AMMONIUM WASTE-WATER - NITROGEN REMOVAL VIA NITRITE [J].
ABELING, U ;
SEYFRIED, CF .
WATER SCIENCE AND TECHNOLOGY, 1992, 26 (5-6) :1007-1015
[2]  
BOYLE WC, 1974, J WPCF, V46, P861
[3]  
CHIAN ESK, 1976, J ENV ENG, V10, P412
[4]  
ERING HJ, 1984, WASTE MGMT RES, V2, P131
[5]   CHARACTERIZATION OF SANITARY LANDFILL LEACHATES [J].
JOHANSEN, OJ ;
CARLSON, DA .
WATER RESEARCH, 1976, 10 (12) :1129-1134
[6]  
KOON JH, 1975, J WAT POLLUT CONTROL, V47, P64
[7]   DIAGENETIC ALTERATION OF PERLITE IN THE GURYONGPO AREA, REPUBLIC-OF-KOREA [J].
NOH, JH ;
BOLES, JR .
CLAYS AND CLAY MINERALS, 1989, 37 (01) :47-58
[8]  
NOH JH, 1982, J GEOL SOC KOREA, V11, P240
[9]   NEW DEVELOPMENTS IN COMPLETE NITROGEN REMOVAL WITH BIOLOGICAL AERATED FILTERS [J].
ROGALLA, F ;
BOURBIGOT, MM .
WATER SCIENCE AND TECHNOLOGY, 1990, 22 (1-2) :273-280