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化学生物絮凝工艺出水深度处理回用试验研究
引用本文:陈轶波,夏四清,饶应福,余松.化学生物絮凝工艺出水深度处理回用试验研究[J].工业水处理,2006,26(3):65-68.
作者姓名:陈轶波  夏四清  饶应福  余松
作者单位:同济大学污染控制与资源化研究国家重点实验室,上海,200092
基金项目:高比容电子铝箔的研究开发与应用项目
摘    要:采用悬浮填料床、流砂微絮凝过滤、复合二氧化氯消毒工艺对化学生物絮凝一级强化出水进行深度处理、回用.中试试验结果表明,当进水平均COD为65.39 mg/L、氨氮13.04mg/L、总磷(TP)0.89 mg/L、浊度19.8 NTU时,出水COD下降到31.51 mg/L,氨氮为5.11mg/L,TP和浊度分别下降到0.33 mg/L和1.7 NTU,出水指标均优于回用水水质标准,经复合二氧化氯消毒,出水总大肠菌群≤3L-1.出水可用于企业的办公和生活杂用、绿化、景观等领域.

关 键 词:化学生物絮凝  悬浮填料床  流砂微絮凝过滤  消毒  回用
文章编号:1005-829X(2006)03-0065-04
收稿时间:2005-10-18
修稿时间:2005年10月18

Study on advanced treatment processes and reuse for the effluent from chemical biological flocculation process
Chen Yibo,Xia Siqing,Rao Yingfu,Yu Song.Study on advanced treatment processes and reuse for the effluent from chemical biological flocculation process[J].Industrial Water Treatment,2006,26(3):65-68.
Authors:Chen Yibo  Xia Siqing  Rao Yingfu  Yu Song
Affiliation:State Key Lab of Pollution Control and Resources Reuse, Tongji University, Shanghai 200092, China
Abstract:Advanced treatment processes such as flocculation-suspended packed bed, flowing sand micro-filtration and chlorine dioxide synergetic disinfection are used for the treatment of chemical biological flocculation effluent. Pilot scale results show that the average concentration of COD, NH3-N, TP and turbidity can be reduced from 65.39 mg/L, 13.04 mg/L, 0.89mg/L and 19.8 NTU to 31.51 mg/L, 5.11 mg/L, 0.33 mg/L and 1.7 NTU respectively, lower than the national standard of reuse, total coliform group is less than 3 L-1 after chlorine dioxide synergetic disinfection. The effluent can be used for domestic miscellaneous, greening and scenic areas.
Keywords:chemical biological flocculation  flocculation-suspended packed bed  flowing sand micro-filtration  disinfection  water reuse
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