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臭氧催化氧化-活性炭处理微污染源水 被引量:26

STUDIES ON EFFICIENCY OF CATALYTIC OZONATION-GAC PROCESSES FOR THE PURIFICATION OF MICRO-POLLUTED SOURCE WATER
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摘要 通过连续流试验比较了载锰颗粒活性炭催化臭氧氧化(催化氧化)与臭氧氧化及其后续活性炭过滤对微污染松花江水的处理效能。处理效率最高时,催化氧化对CODMn、UV254、DOC及三卤甲烷生成潜能的平均去除率分别为59.7%、75.8%、40.8%和42.4%,分别是臭氧氧化的3.6、1.4、5.0和2.8倍。随着时间的增加,催化氧化对有机物平均去除率下降,降低程度依次为:UV254>CODMn>DOC。催化氧化-活性炭工艺对水力负荷变化有较强的适应能力。臭氧氧化后水中氨氮浓度上升,而催化氧化后稍有下降,同时催化氧化后续活性炭对氨氮的平均去除率在80%左右,比臭氧氧化后续活性炭去除率高而且更加稳定。 A comparative study between ozonation catalitic oxadation by Mn-loaded activated carbon (catazone) and ozonation as well as their subsequent GAC filtration was conducted on the purification of micro-polluted Songhua River water. In the most effective condition of catazone, the average removal rate of permanganate index (CODMn、UV254、DOC and trihalomethanes formation potential by catazone were 59.7%, 75.8%, 40.8% and 42.4% respectively, and were 3.6, 1.4, 5.0 and 2.8 times of these of ozonation. The effectiveness of the catazone declined with operating time, and the declining degree sequence was UV254〉CODMn〉DOC. Furthermore, catazone-GAC processes had stronger ability to adapt the changes of hydraulic loading. Ammonia-nitrogen concentration increased after ozonation, while it decreased a little after catazone, and the ammonia-nitrogen removal rate of GAC filtration following catazone was about 80%, which was higher and more steady than that of GAC filtration following ozonation.
出处 《水处理技术》 CAS CSCD 北大核心 2007年第11期75-78,共4页 Technology of Water Treatment
基金 国家自然科学基金资助项目(50378028)
关键词 臭氧催化氧化 颗粒活性炭 有机物 氨氮 catalytic ozonation granular activated carbon organics ammonia-nitrogen
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  • 1国家环保局《水和废水监测分析方法》编委会.水和废水监测分析方法,第3版[M].北京:中国环境科学出版社,1989.407,409.
  • 2中国医学科学院卫生研究所.水质分析方法[M].北京:人民卫生出版社,1972.156.
  • 3卫生部卫生法制与监督司.生产饮用水卫生规范[M].,2001..
  • 4[1]Gordon G,Rajness K,Vomehm D,et al.Limitations of the iodometric determination of ozone[J].J AWWA,1989,81(6):72-76.
  • 5KRONBERG L, HOLMBOM B, REUNANEN M, et al. Identification and Quantification of the Ames Mutagenic Compound 3-chloro-4- dichloro-methyl -5-hydroxy-2, 5 H furanone and of its Geometric Isomer E -2-chloro-3- dichoromethyl -4-oxobutenoic acid in Chlorine-Trea
  • 6NIEMINSKI, SANWAT C H, TERRY L.The Occurance of DBPs in Utah Drinking Waters [J]. J WWWA, 1993, 85(9): 52-59.
  • 7ROOK J J. Formation of Haloforms During Chlorination of Natural Waters [J]. Wat Treat Exam, 1974, 23: 234-245.
  • 8GRACIA R, CORTES S, SARASA J, et al. Ovelleiro. TiO2-Catalysed Ozonation of Raw EBRO River Water [J]. Wat Res, 2000, 34: 1525-1532.
  • 9GEOL S, ROZALSKI M H, BOUWER E J. Biodegradation of NOM: Effect of NOM Source and Ozone Dose [J]. J AWWA, 1995, 87(1): 90-105.
  • 10PHILIP C S, SHENGDER D C. Correlations between Tri halomethanes and Total Organic Halides Formed during Water Treatment [J]. J AWWA, 1989, 81(8): 61-67.

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