摘要
采用"混凝沉淀-臭氧(O3)-生物砂滤-活性炭(GAC)"组合工艺处理污水厂二级出水,考察了臭氧投加量对组合工艺处理效果的影响。结果表明,当臭氧投加量在1~5 mg/L时,组合工艺对NH4+-N、NO2--N、UV254和色度的平均去除率分别在70.61%、54.92%、20.63%和42%,其中当臭氧投加量为3 mg/L时,组合工艺对上述各项指标的去除效果最好,其NH4+-N、NO2--N、UV254和色度的去除率分别为99.41%、80.13%、28.06%和58.33%。"混凝沉淀-O3-生物砂滤-GAC"组合工艺深度二级出水能够有效去除水中的污染物质,提高深度处理出水水质,具有很好的应用前景。
The combined process of "coagulant sedimentation + O3 + bio-sand filter + GAC"was adopted to treat secondary effluent of wastewater treatment plant,and the impacts of ozone dosage on pollutants removal were investigated.The experiment results showed that the average removal rates of NH4^+-N,NO2^--N,UV254 and chroma were 70.61%,54.92%,20.63% and 42%,respectively when the ozone dosage varied in a range of 1 to 5 mg / L,.When the ozone dosage was 3 mg / L,the process reached the highest removal rate of NH4^+-N,NO2^--N,UV254 and chroma,which were 99.41%,80.13%,28.06% and 58.33%,respectively.It can be seen that combined process of "coagulant sedimentation + O3 + bio-sand filter + GAC"has a effectively pollutants removal rate in secondary effluent treatment,and it can improve the water quality comprehensively.The process has a bright prospect application in secondary effluent treatment.
出处
《河北工程大学学报(自然科学版)》
CAS
2013年第2期55-58,共4页
Journal of Hebei University of Engineering:Natural Science Edition
基金
国家水体污染控制与治理科技重大专项(2012ZX07203003)
河北省应用基础研究计划重点基础研究项目(12966738D)
关键词
二级出水
臭氧投加量
去除率
secondary effluent
ozone dosage
removal rate