水平潜流人工湿地模型

被引：11

作者：

闻岳

周琪

机构：

[1] 同济大学污染控制与资源化研究国家重点实验室

来源：

应用生态学报 | 2007年 / 02期

关键词：

人工湿地; 衰减方程; 一级模型; 机理模型; 水动力学;

D O I：

10.13287/j.1001-9332.2007.0076

中图分类号：

X703 [废水的处理与利用];

学科分类号：

083002 ;

摘要：

人工湿地作为一种新型的处理技术,在水污染控制与水环境修复中具有重要的作用和广阔的应用前景.人工湿地处理工程数量的增多和日趋严格的水质标准促进了其设计手段的进步.本文从水动力学、污染物降解动力学和参数的不确定性3方面入手,系统回顾、评价了水平潜流人工湿地的设计模型,包括负荷法、衰减方程、一级k-C*模型及其若干改进型模型和动态机理模型.在比较上述模型的建立依据和方法的基础上,分析水平潜流人工湿地模型发展的内在关系,指出在工程设计中应用各类模型时需要考虑的主要事项,并对该领域的发展方向进行了展望.

引用

页码：456 / 462

页数：7

共 31 条

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