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厌氧生物床处理低碳氮比生活污水
引用本文:刘灵辉,何国伟,范彬,何曾宇. 厌氧生物床处理低碳氮比生活污水[J]. 环境工程, 2012, 30(1): 47-50. DOI: 10.13205/j.hjgc.201201013
作者姓名:刘灵辉  何国伟  范彬  何曾宇
作者单位:1. 广州大学环境科学与工程学院,广州,510006
2. 长沙环境保护职业技术学院环境监测系,长沙,410004
摘    要:
以自行设计的流态化厌氧接触生物滤床反应器,考察了沸石、陶粒两种填料以及活性污泥对于C/N为5.6~12.9的低碳源城市生活污水的厌氧处理过程脱氮除磷的效果的影响,并对影响机理进行了探讨。结果表明:沸石、陶粒和污泥反应器平均COD去除率分别为63.62%、44.50%、26.04%,填料反应器氨氮去除率为40%、总磷去除率可达20%~30%,污泥反应器则为20%和小于10%。填料厌氧生物床优于污泥法,沸石填料优于陶粒填料,沸石材料显示了良好的脱氮除磷特性。

关 键 词:厌氧生物床  沸石  陶粒  污泥  生活污水  脱氮除磷

TREATING LOW C/N RATIO DOMESTIC SEWAGE BY ANAEROBIC BIOLOGICAL BED
Liu Linghui,He Guowei,Fan Bin,He Zengyu. TREATING LOW C/N RATIO DOMESTIC SEWAGE BY ANAEROBIC BIOLOGICAL BED[J]. Environmental Engineering, 2012, 30(1): 47-50. DOI: 10.13205/j.hjgc.201201013
Authors:Liu Linghui  He Guowei  Fan Bin  He Zengyu
Affiliation:1.School of Environmental Science and Engineering,Guangzhou University,Guangzhou 510006,China; 2.Department of Environmental Monitoring,Changsha Environmental Protection Vocational College,Changsha 410004,China)
Abstract:
Treatment of low carbon source domestic sewage with C/N ratio of 5.6~12.9 by sely-designed anaerobic biological bed reactors was investigated.Two kinds of fillers,such as zeolite and ceramsite had been studied and taking the sludge as a contrast.The experimental results showed that the average COD removal rate of zeolite biological bed reached 63.62%,the ceramsite biological bed’s 44.50% and the sludge biological bed’s 26.04%.The ammonia-nitrogen removal rate of the zeolite biological and ceramsite biological beds could settle at 40%.Total phosphorus removal rate of the zeolite could reach to 20%~30%,the ceramsite biological bed was 15%~20%,the sludge was only under 10%.The biomembrane beds is better than the sludge and the filler for zeoliteand is better than ceramsite.Zeolite materials has showed good characteristics on removal of nitrogen and phosphorus.
Keywords:anaerobic biological bed  zeolite  ceramsite  sludge  domestic sewage  nitrogen and phosphorus removal
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