[1]吴磊,吕锡武,吴浩汀,等.水解/脉冲滴滤池/人工湿地工艺处理农村生活污水[J].东南大学学报(自然科学版),2007,37(5):878-882.[doi:10.3969/j.issn.1001-0505.2007.05.028]
　Wu Lei,Lü Xiwu,Wu Haoting,et al.Use of combined process of hydrolysis, pulse trickling filter and constructed wetland for rural sewage treatment[J].Journal of Southeast University (Natural Science Edition),2007,37(5):878-882.[doi:10.3969/j.issn.1001-0505.2007.05.028]
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水解/脉冲滴滤池/人工湿地工艺处理农村生活污水()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
37
期数:
2007年第5期
页码:
878-882
栏目:
环境科学与工程
出版日期:
2007-09-20

文章信息/Info

Title:
Use of combined process of hydrolysis, pulse trickling filter and constructed wetland for rural sewage treatment
作者:
吴磊;  吕锡武;  吴浩汀;  余浩;  宋海亮
东南大学能源与环境学院, 南京 210096
Author(s):
Wu Lei;  Lü Xiwu;  Wu Haoting;  Yu Hao;  Song Hailiang
School of Energy and Environment, Southeast University, Nanjing 210096, China
关键词:
水解;  脉冲;  滴滤池;  人工湿地;  农村生活污水
Keywords:
hydrolysis;  pulse;  trickling filter;  constructed wetland;  rural sewage
分类号:
X703.1
DOI:
10.3969/j.issn.1001-0505.2007.05.028
摘要:
为了满足太湖地区农村污水处理占地面积小、除磷脱氮效率高、管理简单、运行和建设费用低的要求,研发了水解/脉冲滴滤池/人工湿地组合新工艺,并进行了工程规模的试验研究.结果表明:脉冲滴滤池最佳水力负荷为7.0 m3/(m2·d),布水周期为20 min,回流比为2.0.脉冲滴滤池在此运行条件下,与水力停留时间为12 h的前置水解池,以及水力负荷50 cm/d的后置人工湿地组合运行时,该组合工艺对COD,TN和TP的平均去除率分别达91%,95%和95%.
Abstract:
In order to meet the technical requirements of smaller occupancy area, higher efficiency of nitrogen and phosphorus removal, easier maintenance and lower operation and construction cost in the treatment of rural sewage in the Lake Taihu valley, a full-scale experiment on use of the combined process of hydrolysis/pulse trickling filter/constructed wetland was carried out. Results show that for pulse trickling filter the optimal hydraulic loading rate, sprinkling period and reflux ratio are 7.0 m3/(m2·d), 20 min and 2.0 respectively. With these optimal operation parameters the average removal efficiencies of COD, TN and TP can be 91%, 95% and 95% respectively when the prepositive hydrolysis tank operating at hydraulic retention time of 12 h, and postpositive constructed wetland operating at hydraulic loading rate of 50 cm/d.

参考文献/References:

[1] 吴磊,吕锡武,李先宁,等.厌氧/跌水充氧接触氧化/人工湿地处理农村污水[J].中国给水排水,2007,23(3):57-59.
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备注/Memo

备注/Memo:
基金项目: 国家高技术研究发展计划(863计划)资助项目(2002AA601012-1A).
作者简介: 吴磊(1969—),男,博士生; 吕锡武(联系人),男,博士,教授,博士生导师,xiwulu@seu.edu.cn.
更新日期/Last Update: 2007-09-20