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紫外-氯顺序灭活地下水源水中真菌的效能 被引量:3

Sequential inactivation of fungi in drinking groundwater by UV and chlorine
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摘要 以地下水源水中真菌为研究对象,研究了单独紫外线灭活、单独氯灭活以及紫外线-氯顺序灭活的灭菌效果,同时对单独消毒剂灭活进行了动力学研究,确定了其动力学参数。结果表明:单独紫外线灭活时,在相同紫外剂量(I·t)下,高紫外强度(I)下真菌的灭活效果优于低紫外强度的灭活效果;紫外线灭活符合一级光化学反应,其速率常数k为0.044~0.077 cm2·(m W·s)^(-1)。单独氯灭活时,氯浓度2.0 mg·L^(-1),作用30 min,真菌灭活率达到95%;氯衰减符合一级衰减模型,即氯灭活真菌符合一级动力学反应,其速率常数k为0.056~0.081 L·(mg·s)^(-1)。紫外线-氯顺序灭活时,高紫外剂量-低加氯量可以达到低紫外剂量-高加氯量的灭活效果;真菌完全灭活时,紫外剂量从5 m J·cm^(-2)增加到30 m J·cm^(-2),加氯量可降低1~2 mg·L^(-1),减少了消毒副产物的生成量,降低了生态环境风险;紫外线与氯顺序灭活具有协同效应。 The inactivation effect of fungi in groundwater was studied. Individual UV and chlorine,disinfection,as well as sequential disinfection with UV followed by chlorine were examined. Meanwhile,the disinfection kinetics of UV and chlorine were investigated and the relevant parameters were obtained. The results revealed that under the same UV dose( I·t),the UV intensity( I) influences fungal inactivation and at higher UV intensity,enhanced fungal inactivation was achieved with UV alone. The UV disinfection process was in accordance with the first-order kinetics with a rate constant k of 0. 044 to 0. 077 cm2·( m W·s)^-1. Approximately 95% of fungi could be inactivated by 2. 0 mg·L^-1of chlorine after a 30 min contact time. The chlorine disinfection process was also in accordance with the first-order kinetics with the rate constant k of 0. 056 to 0. 081 L·( mg·s)^-1. The inactivation effect of higher UV dose and lower chlorine concentration could be similar to that of lower UV dose and higher chlorine concentration in a UV-chlorine combination process. When the fungi were completely inactivated,the concentration of chlorine can be reduced from 1 to 2 mg·L^-1by improving the UV dose from 5 m J·cm^(-2)to 30 m J·cm^(-2). Therefore,UV-chlorine combination process could significantly reduce the disinfection by-products and environmental risks. The sequential inactivation of fungi using UV and chlorine is an example of synergistic effect.
出处 《环境工程学报》 CAS CSCD 北大核心 2016年第12期6867-6872,共6页 Chinese Journal of Environmental Engineering
基金 国家自然科学基金资助项目(51678472) 中国博士后基金资助项目(2015M580821 2016T90896) 陕西省青年科技新星资助项目(2016KJXX-65)
关键词 地下水 真菌 紫外线 动力学 groundwater fungi UV chlorine kinetics
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  • 1金俊伟,刘文君,刘丽君,张金松.影响清水池t_(10)/T值的因素试验研究[J].给水排水,2004,30(12):36-39. 被引量:34
  • 2张永吉,刘文君.紫外线对自来水中微生物的灭活作用[J].中国给水排水,2005,21(9):1-4. 被引量:33
  • 3伊冰.城市供水:21世纪的一大难题[J].国外医学:卫生学分册,1999,26(3).
  • 4曹玉鑫 徐英 等.用氯消毒的饮水致突变性研究[J].中国预防医学杂志,1990,(2):72-72.
  • 5张永吉.紫外线消毒对水中微生物灭活效果研究[D].北京:清华大学,2006:63-68.
  • 6李进.消毒剂二氧化氯研究进展[J].中国消毒学杂志,1997,14(1):24-28. 被引量:22
  • 7蔡理明.氯气消毒饮水与癌症[J].中国抗癌报,1991,9:5-5.
  • 8Haas C N, Karra S B. Kinetics of microbial inactivation by chlorine Ⅱ. Kinetics in the presence of chlorine demand [ J ].Water Res., 1984, 18 (11): 1451-1454.
  • 9Hom L W. Kinetics of chlorine disinfection of an ecosystem [J].Journal of the Sanitary Engineering Division, ASCE, 1972, 98(SA1) : 183-194.
  • 10Majumdar S B, Ceckler W H, Sproul O J. Inactivation of poliovirus in water by ozonation [ J ]. Journal Water Pollution Control Federation, 1973, 45 (12) :2433-2443.

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