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微电解Fenton法处理有机废水可行性研究
引用本文:孙磊,吴江求,曹学锋,王成文.微电解Fenton法处理有机废水可行性研究[J].矿冶工程,2020,40(1):101-104.
作者姓名:孙磊  吴江求  曹学锋  王成文
作者单位:中南大学 资源加工与生物工程学院,湖南 长沙 410083
摘    要:采用微电解Fenton法处理硫铵酯-苯甲羟肟酸-苯胺黑有机废水。考察了初始pH值、铁屑及活性炭投入量、曝气量、H2O2用量、催化剂MnO2加入量和反应时间对废水COD、NH3-N和色度去除率的影响。最佳条件为:初始pH=3、铁屑用量70 g/L、活性炭用量80 g/L、H2O2用量7 mg/L、MnO2用量8.0 g/L、曝气量500 mL/(min·L)、反应时间20 min,此时废水COD、NH3-N和色度的去除率达88.21%、93.57%和98.68%。通过多因素正交实验确定了影响COD、NH3-N和色度去除率的因素强弱顺序为:铁屑投入量=活性炭投入量>H2O2用量>pH值>MnO2用量。

关 键 词:碳铁微电解  Fenton  废水处理  有机废水  化学需氧量  氨氮废水  色度  
收稿时间:2019-08-10

Feasibility Study of Microelectrolysis-Fenton Process for Organic Wastewater Treatment
SUN Lei,WU Jiang-qiu,CAO Xue-feng,WANG Cheng-wen.Feasibility Study of Microelectrolysis-Fenton Process for Organic Wastewater Treatment[J].Mining and Metallurgical Engineering,2020,40(1):101-104.
Authors:SUN Lei  WU Jiang-qiu  CAO Xue-feng  WANG Cheng-wen
Affiliation:School of Minerals Processing and Bioengineering, Central South University, Changsha 410083, Hunan, China
Abstract:The organic wastewater containing ammonium thiosulfate-benzhydroxamic acid-aniline black was treated by using microelectrolysis-Fenton process. The effects of initial pH value, amount of iron scraps and activated carbon, volume of aeration, H2O2 dosage, amount of catalyst MnO2, as well as reaction time on removal rates of COD, NH3-N and chroma in wastewater were investigated. It is found that under the following optimal conditions, including an initial pH value of 3, 70 g/L of iron scraps, 80 g/L of activated carbon, 7 mg/L of H2O2, 8.0 g/L of MnO2, aeration at 500 mL/(min·L) and 20-min reaction time, the removal rates of COD, NH3-N and chromaticity in wastewater are 88.21%, 93.57% and 98.68%, respectively. A multi-factor orthogonal experiment was then performed to determine the order of factors affecting removal rates of COD, NH3-N and chroma, which is shown in the following order: iron scraps input=activated carbon input>H2O2 volume>pH value>MnO2 dosage.
Keywords:carbon-iron microelectrolysis  Fenton  wastewater treatment  organic wastewater  chemical oxygen demand  ammonia-nitrogen wastewater  chroma  
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