工业水处理 ›› 2009, Vol. 29 ›› Issue (3): 46-49. doi: 10.11894/1005-829x.2009.29.(03).46

• 试验研究 • 上一篇    下一篇

序批式MBBR处理低C/N生活污水

魏海娟, 张永祥, 张粲, 蒋源   

  1. 北京工业大学建筑工程学院,北京 100124
  • 收稿日期:2008-11-30 出版日期:2009-03-20 发布日期:2010-10-01
  • 作者简介:魏海娟(1979- ),北京工业大学在读博士研究生。电话:13269626363。E-mail:xw2986@emails.bjut.edu.cn。
  • 基金资助:

    国家自然科学基金项目(40372113)

Treating domestic sewage with low C/N by usingsequencing batch moving-bed biofilm reactor

WeiHaijuan, Zhang Yongxiang, ZhangCan, JiangYuan   

  1. College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124, China
  • Received:2008-11-30 Online:2009-03-20 Published:2010-10-01

摘要:

通过序批式移动床生物膜反应器(MBBR)处理低COD/TN(C/N)生活污水的试验研究,探讨了载体填充率、曝气量对处理效果的影响,确定适合反应器的填充率为53%,最佳曝气量为0.07 L/h。在该实验条件下,COD平均去除率为87%左右,氨氮去除率均在93%以上,TN去除率最高为65%,发生了同时硝化反硝化现象,结果表明:反应器对低C/N生活污水有较好的处理效果。

关键词: MBBR, 生活污水, 低C/N

Abstract:

The domestic sewage with low C/N has been treated by using the sequencing batch moving-bed. Theeffects of the carriers plugging rate and aeration quantity on the treatment efficiency have been discussed. It isconfirmed that the optimal carriers plugging rate is 53% , and the optimal aeration quantity is 0.07 L/h. Underthe selected experimental conditions, the average removal rate of COD is about 87% , NH4+-N removal rate ismore than 93% and the highest removal rate of TN is 65%. And, nitrification and denitrification take placesimultaneously. The result also indicates that reactor has pretty good efficiency on treating domestic sewage withlow C/N.

Key words: moving-bed biolfilm reactor, domestic sewage, low C/N

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