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潜流型人工湿地堵塞机制及其模型化
引用本文:于涛,吴振斌,徐栋,詹德昊.潜流型人工湿地堵塞机制及其模型化[J].环境科学与技术,2006,29(6):74-76.
作者姓名:于涛  吴振斌  徐栋  詹德昊
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
摘    要:从物理、化学、生物三个方面分析了人工湿地堵塞的机理,指出湿地堵塞的过程实质上就是有效孔隙率减少的过程,湿地的堵塞与否,堵塞的程度如何,可由其饱和水力传导系数来表征。对几个与人工湿地堵塞有关的数学模型作了介绍和分析,并探讨了一些预防人工湿地堵塞的措施以及其未来的研究方向。

关 键 词:人工湿地  堵塞  饱和水力传导系数  模型
文章编号:1003-6504(2006)01-0074-03
收稿时间:2005-08-11
修稿时间:2005-12-10

Clogging Mechanism and Modelling in Constructed Wetlands with Subsurface Flow
YU Tao,WU Zhen-bin,XU Dong,ZHAN De-hao.Clogging Mechanism and Modelling in Constructed Wetlands with Subsurface Flow[J].Environmental Science and Technology,2006,29(6):74-76.
Authors:YU Tao  WU Zhen-bin  XU Dong  ZHAN De-hao
Abstract:This paper briefly reviewed the physical,chemical and biological causes of clogging in constructed wetlands with subsurface flow,indicating that clogging was virtually caused by the decrease in substrate effective porosity and that values of saturated hydraulic conductivity of the substrate could be used to evaluate clogging status.Some models related to clogging as well as solutions to clogging problems were enumerated.
Keywords:constructed wetlands  clogging  saturated hydraulic conductivity  effective porosity  modelling
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