首页 | 本学科首页   官方微博 | 高级检索  
     检索      

徐州市桃园河人工湿地污水处理厂工艺初步设计
引用本文:赵伟,张春艳,王晓.徐州市桃园河人工湿地污水处理厂工艺初步设计[J].环境科学与管理,2006,31(8):130-132.
作者姓名:赵伟  张春艳  王晓
作者单位:1. 华东理工大学,资源与环境工程学院,上海,200237
2. 中国矿业大学,环境与测绘学院,江苏,徐州,221008
摘    要:根据桃园河子单元水质监测资料、处理要求及现有地形条件,选用人工湿地作为该地区污水处理工艺,设计规模4万m3/d.通过借鉴国内外人工湿地技术研究成果、示范工程实际经验及相关设计手册,确定人工湿地面积为11.24 hm2,预计出水水质为COD:60mg/l、BOD5:20mg/l、SS:15mg/l、NH3:10mg/L、TP:1.0mg/l.在达到同样水质要求的情况下,利用该工艺处理生活污水,其费用约为常规二级处理费用的1/5.

关 键 词:潜流式人工湿地  碎石床  芦苇床  污水处理
文章编号:1673-1212(2006)08-0130-03
修稿时间:2006年6月20日

Preliminary Process Design for Taoyuan River Wastewater Treatment Plant in Xuzhou
ZHAO Wei,ZHANG Chun-yan,WANG Xiao.Preliminary Process Design for Taoyuan River Wastewater Treatment Plant in Xuzhou[J].Environmental Science and Management,2006,31(8):130-132.
Authors:ZHAO Wei  ZHANG Chun-yan  WANG Xiao
Abstract:Basing on the analysis of the water quality,treatment requirement and the landform of Taoyuan River Wastewater Treatment,the design selected constructed wetland as treatment method.The capacity of the treatment is 40000m~(3)/d.The latest designing parameters of wetland technology,the experience of demonstration projects in China and relative designing principles for wetland treatment systems were applied to the design.According to the same treatment requirement,the cost of wetland system is as 1/5 times as other conventional secondary treatment.
Keywords:subsurface constructed wetland  gravel bed system  reed bed system  wastewater treatment
本文献已被 CNKI 维普 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