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

不同级配基质方式下垂直流人工湿地净化效果及渗透性能研究
引用本文:王荣,贺锋,肖蕾,武俊梅,徐栋,吴振斌.不同级配基质方式下垂直流人工湿地净化效果及渗透性能研究[J].农业环境保护,2010(5):969-975.
作者姓名:王荣  贺锋  肖蕾  武俊梅  徐栋  吴振斌
作者单位:[1]中国科学院水生生物研究所淡水生态和生物技术国家重点实验室,武汉430072 [2]中国科学院研究生院,北京100019
基金项目:国家自然科学基金(50808172 20877093 30870221); 国家“十一五”水专项(2009ZX07106-002-004) 张甬元教授和刘保元教授在实验设计和实验开展过程中给予了指导,成水平、梁威、周巧红、张翔凌和张丽萍等在实验实施和论文修订过程中给予了支持和帮助,在此一并感谢.
摘    要:本研究设置了基质正、反级配垂直流人工湿地,通过测定系统对CODCr、TN、TP、NH4+-N等指标的去除效率、有效孔隙率和渗透系数的变化来比较两种级配方式下垂直流人工湿地净化效果和系统渗透性能。结果表明,两种级配方式下,垂直流湿地系统对污染物去除的综合效果优于单一粒径的无烟煤湿地系统;反级配系统在除磷方面存在优势,正级配系统在CODCr去除方面显著强于反级配系统,在脱氮方面两者不存在显著性差异;反级配系统的有效孔隙率在各层的降幅变化不大,而正级配系统表层及上层有效孔隙率的降幅显著大于中层和底层;正级配系统渗透系数的变化显著高于反级配系统,且出现了持续性表面滞水现象。以上结果均表明,反级配垂直流湿地系统可以在保证净化效率的同时,缓解湿地基质堵塞,有效延长基质的使用寿命。

关 键 词:人工湿地  无烟煤  正级配  反级配  净化效果  有效孔隙率  渗透系数

Treatment Efficiency and Permeability of Vertical Flow Constructed Wetland in Different Gradation Substrates
WANG Rong,HE Feng,XIAO Lei,WU Jun-mei,XU Dong,WU Zhen-bin.Treatment Efficiency and Permeability of Vertical Flow Constructed Wetland in Different Gradation Substrates[J].Agro-Environmental Protection,2010(5):969-975.
Authors:WANG Rong  HE Feng  XIAO Lei  WU Jun-mei  XU Dong  WU Zhen-bin
Institution:1.State Key Lab of Freshwater Ecology and Biotechnology,Institute of Hydrobiology,Chinese Academy of Science,Wuhan 430072,China;2.Graduate School of Chinese Academy of Science,Beijing 100039,China)
Abstract:When constructed wetlands(CWs)were applied in the sewage treatment,the clogging of the substrates appeared to be the crucial limited factor.Therefore,anti-graded system was proposed.This paper presented a comparative study on the treatment efficiency of some main pollutants including CODCr,TN,TP,NH4+-N and the permeability between progressively-graded and anti-graded vertical flow constructed wetland system.The results showed that in the two gradations,the comprehensive effects to main pollutants were significantly higher than that of the system which was filled with single size anthracite.The progressively-graded system showed better performance in the removal of CODCr,while anti-graded system in the removal of TP.As for the removal of N,there was no significant difference between the two systems.The depressed extents of available porosity rate in different layers of the anti-graded system were similar.While in the progressively-graded system,the depressed extents of available porosity rates in surface and upper layers were significant higher than those in middle and bottom layers.Variation of penetration coefficient in the progressively-graded system which appeared the upper backwater for a long time was obviously greater than that in the anti-graded system.These results indicated that the anti-graded system had advantages to slow down the clogging,prolong the longevity of the substrates in CWs,as well as maintaining higher removal efficiency.
Keywords:vertical flow constructed wetland  anthracite  progressively-graded  anti-graded  treatment efficiency  available porosity rate  penetration coefficient
本文献已被 维普 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