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饮用水源突发挥发酚污染应急处理中试研究
引用本文:刘韵达,胡勇有,何向明,程建华,章民驹,胡军有,康宇炜.饮用水源突发挥发酚污染应急处理中试研究[J].环境科学学报,2008,28(12):2503-2508.
作者姓名:刘韵达  胡勇有  何向明  程建华  章民驹  胡军有  康宇炜
作者单位:1. 华南理工大学环境科学与工程学院,广州,510006
2. 南海发展股份有限公司,佛山,528200
基金项目:广东省经贸委技术创新项目  
摘    要:通过为期2个月规模为4m3·h-1的中试试验,考察了常规给水工艺(混凝、沉淀和过滤)对突发挥发酚污染原水的处理情况.重点考察了活性炭吸附、臭氧预氧化和高锰酸钾预氧化等3种应急工艺的除酚效能.结果表明,常规混凝沉淀对挥发酚的去除率低于10%,砂滤在12h内可起到拦截挥发酚的作用,3种应急工艺均可提高挥发酚的去除效果,起到应急的作用.其中活性炭吸附对挥发酚的去除率可达44%;在0.5mg·L-1的投量下高锰酸钾预氧化可达到50%的除酚效率;臭氧预氧化可使沉淀出水挥发酚达标(0.002mg·L-1),挥发酚去除率约99%.

关 键 词:饮用水源  挥发酚  粉末活性炭  臭氧  高锰酸钾  应急处理
收稿时间:4/8/2008 12:00:00 AM
修稿时间:1/24/2008 2:22:25 PM

Pilot study on emergent treatments of raw water suddenly polluted by phenols
LIU Yund,HU Yongyou,HE Xiangming,CHENG Jianhu,ZHANG Minju,HU Junyou and KANG Yuwei.Pilot study on emergent treatments of raw water suddenly polluted by phenols[J].Acta Scientiae Circumstantiae,2008,28(12):2503-2508.
Authors:LIU Yund  HU Yongyou  HE Xiangming  CHENG Jianhu  ZHANG Minju  HU Junyou and KANG Yuwei
Institution:College of Environmental Science and Engineering, South China University of Technology, Guangzhou 510006,College of Environmental Science and Engineering, South China University of Technology, Guangzhou 510006,Nanhai Development Company Limited, Foshan 528200,College of Environmental Science and Engineering, South China University of Technology, Guangzhou 510006,Nanhai Development Company Limited, Foshan 528200,College of Environmental Science and Engineering, South China University of Technology, Guangzhou 510006 and Nanhai Development Company Limited, Foshan 528200
Abstract:The removal of phenol after normal water treatment processes (coagulation, precipitation and filtration) and emergent treatment processes such as adsorption by activated carbon were compared in a 2 month pilot study treating 4 m3·h-1 of raw wastewater. Pre-oxidation by ozone and potassium permanganate were employed when phenol pollution occurred suddenly in the raw water. The pilot results show that the removal efficiency of phenol treated by normal coagulation and precipitation was less than 10%. Sand filtration could prevent contamination for 12 hours. Three emergent treatment processes enhanced the removal of phenol. The removal efficiency of phenol adsorbed by activated carbon was up to 44% while 50% was removed by pre-oxidation with potassium permanganate (0.5 mg·L-1). The precipitated effluent reached the accepted standard (0.002 mg·L-1) after a pre-ozonation process in which the removal efficiency of phenol was nearly 90%.
Keywords:drinking water  phenol  powder activated carbon  ozone  potassium permanganate  emergent treatment
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