工业废水与生活污水合并处理工程的改造与应用  

Modification and Application of a Combined Industrial and Domestic Wastewater Treatment Project

作　　者：蒋彬[1] 薛岳 JIANG Bin;XUE Yue(Key Laboratory of Ministry of Education for Hydraulic and Water Transport Engineering,Chongqing Jiaotong University,Chongqing 400074,China)

机构地区：[1]重庆交通大学水利水运工程教育部重点实验室,重庆400074

出　　处：《中国给水排水》2020年第8期92-95,共4页China Water & Wastewater

基　　金：重庆交通大学省部共建水利水运工程教育部重点实验室开放基金资助项目(SLK2011B03);重庆市教委科学技术研究项目(KJ120408).

摘　　要：介绍了江苏省某污水处理厂的工艺改造情况。在保持处理水量不变的情况下,将原设计仅处理生活污水的工艺改为工业废水与生活污水合并处理,其中工业废水量约占60%。改造内容包括增加气浮隔油-水解酸化的预处理,将原A/O工艺改为A2/O工艺,同时将无阀滤池扩建为高密度沉淀池-无阀滤池进行深度处理。结果表明,由于强化了预处理和深度处理,改造后的工艺适合处理混合型城市污水,对COD、BOD5、NH3-N、TN、TP的去除率分别达到92.4%、94.9%、91.1%、80.8%、95.8%,出水水质均能达到排放要求。The technological modification of a wastewater treatment plant in Jiangsu Province was introduced.The original process designed to treat domestic wastewater only was modified to treat both industrial and domestic wastewater with the same treatment capacity,of which 60%was industrial wastewater.The modification measures included adding the pretreatment of air floatation,oil separation and hydrolysis acidification,changing the original A/O process to A2/O process,and expanding the valveless filter to include a Densadeg for advanced treatment.The results indicated that the modified process was suitable to treat mixed municipal wastewater due to the enhanced pretreatment and advanced treatment.The removal rates of COD,BOD5,NH3-N,TN,and TP reach 92.4%,94.9%,91.1%,80.8%and 95.8%,respectively,and the effluent quality could meet the discharge requirements.

关 键 词：工业废水 生活污水 预处理 A2/O工艺 深度处理 

分 类 号：TU992[建筑科学—市政工程]