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垂直流人工湿地的设计及净化功能初探
引用本文:吴振斌,成水平,贺锋,付贵萍,金建明,陈辉蓉.垂直流人工湿地的设计及净化功能初探[J].应用生态学报,2002,13(6):715-718.
作者姓名:吴振斌  成水平  贺锋  付贵萍  金建明  陈辉蓉
作者单位:中国科学院水生生物研究所淡水生态与生物技术国家重点实验室,武汉,430072
基金项目:国家杰出青年基金 ( 3992 5 0 0 7),欧盟国际合作项目 (ERBIC18 CT96 0 0 5 9),中国科学院知识创新重要方向项目 (KSCX2 SW 10 2 ) 资助
摘    要:阐述了垂直流人工湿地小试系统的设计,并测试其冬季污水净化效果,垂直流人工湿地由下地流和上行流方式的两池组成,对受污染地面水体中的CODCr,BOD5和TSS的去除率分别为53.6%,78.7%和80.2%,对细菌,总大肠菌,粪大肠菌和藻类的平均去除率分别达99.4%,85.9%,89.7%和97.7%,。对KN,HN4^ -N和TP的平均去除率分别为39.2%,16.5%和25.8%,各系统对污染物的去除作用无明显差异。系统出水NO3^-N浓度高于进水,而有植物系统中又高于无植物的对照,表明湿地植物的存在有利于硝化,表明下行流-上行流人工湿地在冬季仍能较好地改善水质,是一种有效的水处理技术,对水体水质改善和水生态系恢复具有重要意义。

关 键 词:垂直流  人工湿地  设计  净化功能  下行-上行流  污水净化
文章编号:1001-9332(2002)06-0715-04
修稿时间:2000年10月17

Design and purification performance of vertical flow constructed wetland
WU Zhenbin,CHENG Shuiping,HE Feng,FU Guiping,JIN Jianming,CHEN Huirong.Design and purification performance of vertical flow constructed wetland[J].Chinese Journal of Applied Ecology,2002,13(6):715-718.
Authors:WU Zhenbin  CHENG Shuiping  HE Feng  FU Guiping  JIN Jianming  CHEN Huirong
Institution:State Key Laboratory of Freshwater Ecology and Biotechnology, Institute of Hydrobiology, Chinese Academy of Sciences, Wuhan 430072. wuzb@ihb.ac.cn
Abstract:The technical design of small-scale plots (SSPs) of constructed wetland (CW) was described along with details of some associated wastewater purification effects in winter. Plots were comprised of two chambers. One chamber induced downward-flow, while the other created upward-flow. During Oct. 1997-Jan. 1998, the average plot removal rates for CODCr, BOD5 and total suspended solids were 53.6%, 78.7% and 80.2%, respectively. Reductions of bacteria, total coliforms (TC), fecal coliforms (FC) and algae were 99.4%, 85.9%, 89.7% and 97.7%, respectively. The mean removal rates of Kjeldahl nitrogen (KN), ammonium (NH4(+)-N) and total phosphorus (TP) were 39.2%, 16.5% and 25.8%. The treatment effects were not significantly different from each other. Concentrations of nitrate (NO3(-)-N) in effluents were higher than those of the influent, and nitrate concentrations in the effluents of plant-systems were higher than those of the control. This indicated that presence of macrophytes enhanced nitrification in the CW. The downward followed by upward flow CW performed better in removing contaminants and microorganisms from polluted surface water. It is an improved technology to purify water quality and rehabilitation of aquatic ecosystems.
Keywords:Constructed wetland  Vertical flow  Downflow-upflow  Wastewater purification    
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