Ozonation of dissolved organic matter in biologically treated wastewater effluents

被引:19
作者
Wang, GS [1 ]
Pai, SY [1 ]
机构
[1] Natl Taiwan Univ, Dept Publ Hlth, Taipei 10764, Taiwan
关键词
ozone; wastewater; biologically treated wastewater effluents; dissolved organic matter; unsettled suspended solids;
D O I
10.1080/01919510108962018
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Ozonation was evaluated for control of dissolved organic pollutants in biologically treated wastewater effluents. The non-purgeable dissolved organic carbon (NPDOC) concentration was 7 mg/L in the wastewater effluent, and the aqueous ozone dosage applied in the reactor was between 0.5 - 5 mg/L. Due to the presence of the unsettled activated sludge (similar to8 mg/L of suspended solids), the concentration of the dissolved organic compounds could be increased by more than 120% due to the decomposition of the microorganisms during the ozonation processes. An 80% reduction in NPDOC concentration was obtained in two hours contact time if the water was filtered before ozonation. A rapid removal Of UV254 was observed whether or not the water was filtered before the ozonation. Better oxidation efficiency was obtained when the water samples were adjusted to an acidic condition, and it was observed that the presence of the carbonate/bicarbonate ions inhibited the degradation of the organic compounds. However, the effects from various pH and alkalinity conditions were not pronounced. In addition, ammonia nitrogen was oxidized to nitrate nitrogen during the ozonation processes, causing a large increase in UV absorbance at wavelength lower than 240 nm.
引用
收藏
页码:351 / 358
页数:8
相关论文
共 9 条
[1]  
BELGER P, 1999, WATER RES, V33, P433
[2]   Nitroaromatic hydrocarbon ozonation in water. 1. Single ozonation [J].
Beltran, FJ ;
Encinar, JM ;
Alonso, MA .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 1998, 37 (01) :25-31
[3]   CRITICAL-REVIEW OF RATE CONSTANTS FOR REACTIONS OF HYDRATED ELECTRONS, HYDROGEN-ATOMS AND HYDROXYL RADICALS (.OH/.O-) IN AQUEOUS-SOLUTION [J].
BUXTON, GV ;
GREENSTOCK, CL ;
HELMAN, WP ;
ROSS, AB .
JOURNAL OF PHYSICAL AND CHEMICAL REFERENCE DATA, 1988, 17 (02) :513-886
[4]   Ozone for dye waste color removal: Four years operation at Leek STW (Reprinted from The Role of Ozone in Wastewater Treatment, 1997) [J].
Churchley, JH .
OZONE-SCIENCE & ENGINEERING, 1998, 20 (02) :111-120
[5]   Modelling of chlorophenol treatment in aqueous solutions. 2. Ozonation under basic conditions [J].
Hautaniemi, M ;
Kallas, J ;
Munter, R ;
Trapido, M ;
Laari, A .
OZONE-SCIENCE & ENGINEERING, 1998, 20 (04) :283-302
[6]   PREOZONATION OF CHLOROPHENOLIC WASTE-WATER FOR SUBSEQUENT BIOLOGICAL TREATMENT [J].
HU, ST ;
YU, YH .
OZONE-SCIENCE & ENGINEERING, 1994, 16 (01) :13-28
[7]   Wastewater disinfection by ozone:: Influence of water quality and kinetics modeling [J].
Janex, ML ;
Savoye, P ;
Roustan, M ;
Do-Quang, Z ;
Laîné, JM ;
Lazarova, V .
OZONE-SCIENCE & ENGINEERING, 2000, 22 (02) :113-121
[8]   Characterization and monitoring of persistent toxic organics in the aquatic environment [J].
Schröder, HF .
WATER SCIENCE AND TECHNOLOGY, 1998, 38 (07) :151-158
[9]   DECOMPOSITION OF OZONE IN WATER IN THE PRESENCE OF ORGANIC SOLUTES ACTING AS PROMOTERS AND INHIBITORS OF RADICAL CHAIN REACTIONS [J].
STAEHELIN, J ;
HOIGNE, J .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1985, 19 (12) :1206-1213