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珊瑚砂BAF-活性焦吸附深度处理一级A出水研究

Study on Advanced Treatment of First Class A Effluent by Coral Sand BAF/Activated Coke Adsorption
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摘要 采用珊瑚砂曝气生物滤池(BAF)-活性焦吸附工艺深度处理GB 18918-2002一级A出水,研究其性能特点及运行效果。结果表明,珊瑚砂BAF在A/O容积比为1:1、水力负荷0.60 m^3/(m^2·h)、回流体积比200%、气水体积比5:1时获得较好的处理效果。在此工况下,组合工艺对尾水中COD、NH4^+-N、TN和TP的平均去除率分别为77.09%、88.87%、56.06%和57.22%,出水COD平均为10.18 mg/L,出水NH4^+-N、TN、TP的质量浓度分别为0.53、6.36、0.192mg/L。出水中COD、NH4^+-N和TP满足GB 3838-2002的Ⅳ类水质要求,TN满足准Ⅳ类水质要求。珊瑚砂BAF-活性焦吸附是一种能满足深度处理GB 18918-2002一级A出水要求,投资少、能耗低和设备简单的组合工艺。 The coral sand aerated biological filter(BAF)/active coke adsorption process was used to deeply treat the first-grade A effluent(GB 18918-2002),to study its performance characteristics and operating effects.The results showed that the coral sand BAF could obtain good treatment results when the A/O volume ratio was 1:1,the hydraulic load was 0.60 m3/(m2·h),the reflux ratio was 200%,and the gas-water ratio was 5:1.Under this condition,the average removal rate of COD,NH4+-N,TN and TP by the combined process in the tail water were 77.09%,88.87%,56.06%and 57.22%,respectively.The effluent COD,mass concentration of NH4+-N,TN and TP was 10.18 mg/L,0.53,6.36 and 0.192 mg/L,respectively.The COD,NH4+-N and TP in the effluent met the class IV of GB 3838-2002,TN met the requirements of quasi class IV water quality standard.The coral sand BAF/active coke adsorption is a combined process technology that can meet the requirements of the first-grade A effluent GB 18918-2002 of the advanced treatment of tail water,with low investment,low energy consumption and simple equipment.
作者 吴刚 李红丽 纪荣平 WU Gang;LI Hongli;JI Rongping(Deparment of Entirnmental Science and Engineering,Yangzhou Unitersity,Yangshou 225127,China)
出处 《水处理技术》 CAS CSCD 北大核心 2021年第1期116-120,共5页 Technology of Water Treatment
基金 “十二五”农村领域国家科技支撑计划课题(2012BAJ24B06-02)。
关键词 珊瑚曝气生物滤池BAF 活性焦吸附滤池 一级A出水 深度处理 coral sand BAF active coke adsorption filter first class A effluent advanced treatment
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