ANAEROBIC-AEROBIC FLUIDIZED-BED BIOTREATMENT OF SULFITE PULP BLEACHING EFFLUENTS .2. FATE OF INDIVIDUAL CHLOROPHENOLIC COMPOUNDS

被引:16
作者
FAHMY, M [1 ]
KUT, OM [1 ]
HEINZLE, E [1 ]
机构
[1] ETH ZENTRUM,DEPT CHEM ENGN,BIOL RADIAT ENGN GRP,CH-8092 ZURICH,SWITZERLAND
关键词
WASTE-WATER; PULP BLEACHING; ANAEROBIC; ANAEROBIC-AEROBIC; FLUIDIZED BED REACTOR; BIOFILM; ORGANIC CHLORINE; 2-CHLOROPHENOL; 4-CHLOROPHENOL; 2,4-DICHLOROPHENOL; 2,4,6-TRICHLOROPHENOL; CHLOROGUAIACOLS; CHLOROSYRINGOLS;
D O I
10.1016/0043-1354(94)90175-9
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Four parallel biological fluidized bed reactor systems-one single aerobic, one single anaerobic and two combined anaerobic-aerobic reactors-were used to treat sulphite pulp chlorine bleaching wastewater. By total mass balances it was proven that the individual compounds followed were removed almost exclusively by biological degradation. The contribution of removal by adsorption on biomass was less than 1% for all the individual chlorophenolic compounds. In the three systems involving an aerobic step, 4-chlorophenol, 2,4-dichlorophenol and 2,4,6-trichlorophenol were usually quantitatively removed. This was observed up to loadings of 1 mmol 2,4,6-trichlorophenol per m(3) and day. At lower loading rates, trichloroguaiacols were also removed quantitatively. However, 4,5-dichloroguaiacol was only partly removed, whereas 3,5-dichlorosyringol was produced in the reactors from unidentified precursors. The anaerobic-aerobic recycle reactor did remove individual chlorinated phenolics at high loading rates better than the other reactor combinations. In the aerobic systems removal rates of organic chlorine and carbon correlated well with removal rates estimated from individual chlorophenols measurements, despite its low contribution to the total values (<<1%).
引用
收藏
页码:1997 / 2010
页数:14
相关论文
共 27 条
[1]   BACTERIAL O-METHYLATION OF CHLOROGUAIACOLS - EFFECT OF SUBSTRATE CONCENTRATION, CELL-DENSITY, AND GROWTH-CONDITIONS [J].
ALLARD, AS ;
REMBERGER, M ;
NEILSON, AH .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1985, 49 (02) :279-288
[2]  
BELSARE DK, 1988, APPL MICROBIOL BIOT, V28, P301, DOI 10.1007/BF00250460
[3]   ANAEROBIC DEGRADATION OF HALOGENATED 1-CARBON AND 2-CARBON ORGANIC-COMPOUNDS [J].
BOUWER, EJ ;
RITTMANN, BE ;
MCCARTY, PL .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1981, 15 (05) :596-599
[4]   ANAEROBIC BIODEGRADATION OF PHENOLIC-COMPOUNDS IN DIGESTED-SLUDGE [J].
BOYD, SA ;
SHELTON, DR ;
BERRY, D ;
TIEDJE, JM .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1983, 46 (01) :50-54
[5]   ANAEROBIC BIODEGRADATION OF CHLOROPHENOLS IN FRESH AND ACCLIMATED SLUDGE [J].
BOYD, SA ;
SHELTON, DR .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1984, 47 (02) :272-277
[6]   SENSITIVE 4-AMINOANTIPYRINE METHOD FOR PHENOLIC COMPOUNDS [J].
ETTINGER, MB ;
RUCHHOFT, CC ;
LISHKA, RJ .
ANALYTICAL CHEMISTRY, 1951, 23 (12) :1783-1788
[7]   TREATMENT OF BLEACHING EFFLUENTS IN AEROBIC ANAEROBIC FLUIDIZED BIOFILM SYSTEMS [J].
FAHMY, M ;
HEINZLE, E ;
KUT, OM .
WATER SCIENCE AND TECHNOLOGY, 1991, 24 (3-4) :179-187
[8]  
FAHMY M, 1992, THESIS ETH ZURICH
[9]  
FERGUSON JF, 1990, 3RD P IAWPRC S FOR I
[10]   ANAEROBIC DECHLORINATION DEGRADATION OF CHLORINATED ORGANIC-COMPOUNDS OF DIFFERENT MOLECULAR MASSES IN BLEACH PLANT EFFLUENTS [J].
FITZSIMONS, R ;
EK, M ;
ERIKSSON, KEL .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1990, 24 (11) :1744-1748