首页 | 本学科首页   官方微博 | 高级检索  
     

三段式水平潜流人工湿地的中试研究
引用本文:张秋贞,张鸿涛,廖志民,吴吉军,万爱国.三段式水平潜流人工湿地的中试研究[J].给水排水,2007,33(Z1).
作者姓名:张秋贞  张鸿涛  廖志民  吴吉军  万爱国
作者单位:1. 清华大学环境科学与工程系,北京,100084
2. 江西金达莱环保研发中心有限公司,南昌,330100
摘    要:采用三段式水平潜流人工湿地处理生活污水,具有较强的抗污染负荷冲击能力,出水水质可达GB 18918—2002一级A标准。人工湿地对COD_(Cr)的去除规律符合一级反应,COD_(Cr)与长度的关系为C_i-C_*=90.356L~(-0.5201)。

关 键 词:人工湿地  三段式  填料  吸附

Pilot-plant research on three-section subsurface flow constructed wetland
Zhang Qiuzhen,Zhang Hongtao,Liao Zhimin,Wu Jijun,Wan Aiguo.Pilot-plant research on three-section subsurface flow constructed wetland[J].Water & Wastewater Engineering,2007,33(Z1).
Authors:Zhang Qiuzhen  Zhang Hongtao  Liao Zhimin  Wu Jijun  Wan Aiguo
Affiliation:Zhang Qiuzhen~1 Zhang Hongtao~1 Liao Zhimin~2 Wu Jijun~2 Wan Aiguo~2
Abstract:Three-section subsurface flow constructed wetland was applied to treat donmestic sewages. The wetland has the strong capacity in resistance to shock loading of pollutant,and the effluent quality sat- isfies the I-class A criteria of GB 18918-2002.The equation of COD_(Cr) concentration degraded by construe- ted wetland is C_i-C_*=90.356L~(-0.5021),which is first-order reaction.
Keywords:Constructed wetland  Three-section  Package media  Adsorption
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号