人工湿地污水处理系统研究及性能改进分析

人工湿地污水处理系统是有效的污水处理与水资源再用相结合的方法,与传统的污水处理法相比具有基建、运行费用低,操作与维护简单等优点。该系统已被广泛应用于生活污水的处理,并通过工艺创新有向工业污水、农业废水等特殊污水处理方向发展的趋势。本文总结了人工湿地系统的研究现状,预测其研究与应用发展的趋势,探讨不同类型的污水在人工湿地系统中的净化过程,分析影响人工湿地污水处理性能的因素及技术性能改进的一些措施,并探讨人工湿地污水处理系统的应用前景。     

人工湿地污水处理工艺设计关键及生态学问题

人工湿地污水处理系统是一种经济高效的污水生态处理技术方式．然而,湿地污水处理技术在性能上仍须有待发展与完善,尤其需要对其处理工艺参数进行不断改进和系统优化．本文针对人工湿地污水处理工程中有关水力停留时间、水传导因素、表面负荷率和工程构筑物设计等技术参数,概括性地剖析、探讨了国内外人工湿地污水处理工艺的设计关键及其主要技术内涵,给出了一些重要的优化模型与最佳数值;与此同时,分析、提出了利用生态学方法克服人工湿地工程运行中所涉及的野生生物管理与蚊蝇控制等问题。     

人工湿地污水处理的应用现状及前景展望

本文分析了人工湿地系统在污水处理中的作用,叙述了人工湿地在发展中国家的应用现状及所取得的效果。人工湿地的特点适合我国国情,特别适合广大农村、中小城市的污水处理,在我国具有极其广阔的应用前景。对湿地用于污水处理方面的不足,如缺乏污水对植物影响的研究(特别是对乡土植物的研究)、缺乏对重要工艺的理解、人工湿地占地面积大等也进行了分析。     

人工湿地与环境卫生安全

人工湿地是国内外应用较为广泛的一种污水处理技术。近年来,人工湿地的环境卫生安全问题越来越受到人们的关注。人工湿地中病原微生物的去除或失活受到诸多因素的影响,其过程和机制与传统的二级污水处理工艺有较大区别,选择适宜的指示微生物和病原微生物并研究其行为是进行人工湿地环境卫生安全评价的关键。本文论述了病原微生物在人工湿地中的归宿以及人工湿地可能对环境卫生安全造成的影响,综述了国内外的研究现状,指出了该方面研究的必要性和迫切性。     

人工湿地研究进展及应用

基于生态学原理的人工湿地污水处理技术已成为人们竞相研究开发的热点。介绍了人工湿地的分类,论述了污染物包括有机物、氮磷污染物、重金属的去除机理的研究进展,分析了湿地植物种类与根系量对污染物去除效果的影响,讨论了湿地结构以及工艺设计的研究情况。最后以人工湿地处理生活用水和工业用水为例综述了人工湿地目前在国内应用的状况。通过以上分析评述发现,人工湿地运行费用低,操作简单,是一种具有前景的污水处理技术,但在污染物去除机理和实践应用方面还需做更深入的研究。     

人工湿地污水处理系统填料及其净化机理研究进展

填料是人工湿地污水处理系统的基本要素,将发生在系统内部的所有反应连接为统一的整体,在污染物去除过程中起到至关重要的作用。本文综述了国内外在人工湿地污水处理系统中填料方面的研究进展,介绍了国内外用于人工湿地污水处理系统的天然矿物、工业副产物、人造产品等填料的特性、去污能力及其代表性材料的应用优势和限制,讨论了填料在人工湿地污水处理系统中的去污机理、工程应用,分析了存在的问题与解决措施,目的是为现阶段多样化的湿地系统填料的选择和组合配置的研究与实践提供参考。     

人工湿地及其在工业废水处理中的应用

论述了人工湿地污水处理技术的机理和优点,人工湿地利用基质、植物和微生物这个复合生态系统的物理、化学和生物的三重协调作用,通过过滤,吸附、共沉淀、离子交换,植物吸收和微生物分解来实现对废水的高效净化,同时通过营养物质和水分的生物地球化学循环,促进绿色植物生长并使其增产,实现废水的资源化与无害化;人工湿地污水处理系统具有出水水质稳定,对营养物质去除能力强,基建和运行费用低,技术含量低,维护管理方便,耐冲击负荷强,适于处理间歇排放的污水和具有美学价值等优点,该技术不仅能够在发展中国家和发达国家的城市生活污水处理中广泛应用,其在工业废水处理中的应用也正在不断受到重视,根据人工湿地在工业废水处理中的研究和应用现状,指出了人工湿地处理特殊工业废水的前景及今后的研究方向。     

人工湿地处理重金属Pb,Cd污水的机理探讨

1 引言 人工湿地系统是70年代提出,80年代得到迅速发展的一种污水处理新技术,具有投资少,处理效果好,运转费用低和能耗少等优点,已用于污水处理,我们对人工湿地处理污水技术进行了初步研究,结果表明,该技术对氮、磷、BOD、COD和重金属Pb、Cd等均有良     

人工湿地及其在我国小城市污水处理中的应用

小城市污水处理是我国面临的急待解决的环境问题,通过分析我国小城市污水的水质特点和处理技术要求,得出人工湿地处理技术具有投资低、出水水质好、耗能低、抗冲击力强、操作简单和运行费用低等优点,在解决我国小城市污水处理方面具有广阔的应用前景,应加强该方面的研究。     

污水渗滤湿地处理系统技术的研究进展

由于渗滤湿地污水处理系统具有很高的净化效率和相对较低的基建投资和处理成本,目前正渐渐在许多国家得到较为广泛的应用．本文简要论述了渗滤湿地的构造与渗滤介质、N和P的去除过程与净化机理、技术性能、现行的设计方法、运行与调控机制、土壤堵塞问题与解决途径、垂直流与水平流人工湿地处理系统的组合及其在不同类型废水处理中的应用等．最后,探讨了这一技术的研究发展方向．     

Removal of dimethylphenols and ammonium in laboratory‐scale horizontal subsurface flow constructed wetlands

Phenolic compounds in industrial wastewaters are toxic pollutants and pose a threat to public health and ecosystems. More recently, focus is being directed toward combining the treatment of these compounds with a cost‐effective and environmentally sound technology. The removal efficiency of dimethylphenol and ammonium nitrogen was studied, for the first time, in three different laboratory‐scale horizontal subsurface flow constructed wetlands planted with Juncus effusus. Two of the wetlands used were filled with gravel. One of these was planted and the second left without vegetation. The third wetland was a hydroponic system. It was found that the removal efficiencies of dimethylphenol was dependent on the inflow loading of the contaminant and was higher in the planted systems. Both planted systems yielded 99% removal efficiency up to loads of 240 mg/d, compared to only 73% for the unplanted constructed wetland. Factors and processes such as redox dynamics, methanogenesis, reduction of ammonium and low nitrate and nitrite concentrations imply simultaneous aerobic and anaerobic dimethylphenol transformations. A significant surplus of organic carbon was detected in the planted wetlands, which may originate from intermediates of the dimethylphenol transformation processes and/or organic plant root exudates. The present study demonstrates that horizontal subsurface flow constructed wetlands are a promising alternative system for the treatment of effluents contaminated with dimethylphenol isomers.     

人工湿地的氮去除机理

湖泊等水环境的富营养化给人类带来诸多损害,如环境、生态和经济等方面的损害。富营养化的原因和控制途径引起了包括中国在内的很多国家的关注。我国针对水环境的富营养化问题开展了大量的工作。氮是引发水环境富营养化的主要营养物之一。外源氮负荷（分点源和非点源两部分）是水环境污染负荷的重要组成部分。传统污水处理技术应用于收集系统欠缺的非点源污染的治理时成本过高。人工湿地是有效削减水环境中外源氮负荷的重要技术手段,在处理非点源污染源带来的氮负荷时更是如此。人工湿地具有氮去除效果好、耐冲击负荷能力强、投资低和生态环境友好等优点。因此人工湿地非常适合于水环境富营养化的防治。阐明人工湿地中氮的去除机理对水环境的富营养化等具有重要的意义。防渗人工湿地的氮去除机理主要包括挥发、氨化、硝化／反硝化、植物摄取和基质吸附。未防渗的人工湿地中,周围水体与人工湿地的氮交换影响着人工湿地中氮的去除。一般情况下,人工湿地中硝化／反硝化是最主要的氮去除机理。pH值小于7．5时,氨挥发可忽略。pH值在9．3以上时,氨挥发很显著。处理生活污水的人工湿地中氮的去除主要是依靠微生物的硝化／反硝化作用。在进水负荷低、气候适宜、植物物种适宜和收割频率与时机适宜的条件下,植物收割可能成为主要的去氮途径。人工合理导向的湿地的氮去除效果通常优于天然湿地。合理的设计（填料的搭配、植物物种的配置以及布水和集水的优化）对人工湿地系统中氮去除的改善有重要影响。合理的运行,如有效的水位控制,正确的植物培育、合理的植物收割等,能有效地改善湿地中的氮去除。     

洱海低污染水处理湿地中应用海菜花的可行性

人工湿地因其成本低、效率高、地区适宜性强等特点,成为洱海低污染水处理的优先考虑手段之一。人工湿地的建设及运行不仅仅是技术问题,而是要充分考虑当地的实际,挖掘其资源（植物产品）价值。从技术、环境、生态以及经济角度论证了将乡土经济植物海菜花应用于湿地系统中的可行性,结果表明：1）海菜花人工种植技术较为成熟,能为洱海低污染水处理湿地中海菜花的存活和丰产提供保障;2）洱海气候适宜应用湿地系统,低污染水营养足以保证海菜花生长。而海菜花四季生长旺盛,具有一定的净水能力。就环境可行性来讲,海菜花完全可以应用到洱海低污染水湿地净水系统中去;3）将海菜花应用到洱海低污染水湿地净水系统中,有助于增加洱海的生态景观效益,不仅可以规避外来物种入侵风险,而且有利于濒危物种的恢复,生态可行性较好;4）将海菜花应用到湿地净水系统中,可以充分利用来水中营养盐,变废为宝,同时持续稳定地产生较好地经济效益,为因湿地建设而失地的农民提供生活保障。     

The potential for constructed wetlands for wastewater treatment and reuse in developing countries: a review

Constructed wetlands are among the recently proven efficient technologies for wastewater treatment. Compared to conventional treatment systems, constructed wetlands are low cost, are easily operated and maintained, and have a strong potential for application in developing countries, particularly by small rural communities. However, these systems have not found widespread use, due to lack of awareness, and local expertise in developing the technology on a local basis. This paper summarizes information on current methods used for wastewater treatment in developing countries, and briefly gives basic information on wetlands. The paper further examines the potential of constructed wetlands for wastewater treatment and reuse in developing countries by looking at the results of current research initiatives towards implementation of the technology in these countries. Future considerations in choosing constructed wetlands as wastewater treating systems in developing countries are highlighted.     

植物吸收在人工湿地去除氮、磷中的贡献

探讨了植物在人工湿地系统处理污水中的作用,并分析了影响植物生长的主要环境因素,结合实例分析了湿地植物吸收氮磷在不同生长期的变化和其在去除氮磷营养物中的贡献,认为通过秋冬季的植物收割去除的氮磷量比较低,植物可以作为冬季保温材料而不收割,提出通过组合技术来改善破人工湿地氮磷去除能力的思路.     

Chromium removal in constructed wetlands: A review

The distribution, mobility and availability of metals in the environment depend not only on their total concentration but also on their formations and bounds with the soil. Hexavalent chromium is a very toxic, metal compound, frequently found in polluted industrial wastewaters, and causes serious environmental problems. The potential application of constructed wetlands in the treatment of chromium bearing wastewaters has been reported recently. This paper reviews research on constructed wetlands treating chromium polluted wastewaters, and focuses on several design and operational parameters. The review highlights the effect of vegetation type, hydraulic residence time and porous media type on wetland performance. Constructed wetlands have been proved to be rather efficient at treating chromium containing wastewaters.     

Biological diversity versus risk for mosquito nuisance and disease transmission in constructed wetlands in southern Sweden

In southern Sweden, many wetlands have been constructed, and maintaining or increasing biological diversity is often included in the aims. Some wetlands are constructed near human settlements, thus raising the problem of wetlands being associated with mosquitoes (Diptera: Culicidae). Increased biodiversity (including mosquito diversity) is considered desirable, whereas mosquito nuisance from a human point of view is not. Adult mosquito abundance, diversity and species assemblages of constructed wetlands were compared to natural wetlands. The potential of constructed wetlands for mosquito nuisance and transmission of mosquito-borne viruses was evaluated. The study areas included five constructed and four natural wetlands. Mosquito abundance and species richness were higher in the natural than in the constructed wetlands, and showed a positive correlation with wetland size. Mosquito species assemblages formed three clusters, which were not explained by origin, size and water permanence of wetlands. In a redundancy analysis, however, mosquito faunas showed significant relationships with these variables, and size and origin of wetlands were most important. Major nuisance species (multivoltine species feeding on mammals and laying eggs on soil) were found in all wetlands, although in relatively low numbers. Risk assessment for Sindbis virus transmission showed moderate risk for two constructed wetlands near human settlements. It is concluded that small size of constructed wetlands has the advantage of low mosquito numbers from a human point of view. The use of functional groups is recommended as a tool for presenting mosquito data to the public, and for helping communication between scientists and administrative decision makers.     

几种湿地植物净化生活污水COD、总氮效果比较

以无植被、基质为河砂的潜流型人工湿地为对照,研究了石菖蒲、灯心草和蝴蝶花3种类型植被、基质均为河砂的潜流型人工湿地净化生活污水COD、总氮的效果．结果表明,在污水COD浓度小于200mg·L^-1、总氮浓度小于30mg·L^-1的低浓度范围里,无植被的人工湿地和有植被的人工湿地对污水中COD、总氮均有很好的去除效果,两者差异不大,其COD去除率均达90％以上,总氮的去除率达80％以上．随着污水中COD和总氮浓度的增加,无植被人工湿地和有植被人工湿地去除COD和总氮的效果均有不同程度下降,两者差异明显,有植被的人工湿地能维持较高的COD、总氮的去除效果,无植被的人工湿地COD和总氮去除效果下降很快,植被在人工湿地系统去除污水COD和总氮过程中起着重要的作用．在整个试验阶段,石菖蒲植被人工湿地COD和总氮平均净化效率分别为80．46％和77．77％、灯心草人工湿地分别为75．53％和71．17％、蝴蝶花人工湿地分别为70．50％和66．38％,无植被人工湿地分别为61．39％和55．81％．同无植被人工湿地COD和总氮净化效果相比,石菖蒲植被人工湿地净化效果最好;其次为灯心草植被人工湿地,再次为蝴蝶花植被人工湿地．不同类型植被的人工湿地净化污水中COD和总氮的效果与其生物量关系密切,这与植被系统吸收同化有机物质和总氮数量、根际微生物分解有机物质和硝化-反硝化作用有关。     

Long-term performance of constructed wetlands with horizontal sub-surface flow: Ten case studies from the Czech Republic

Constructed wetlands with horizontal sub-surface flow (HF CWs) have been in use in the Czech Republic since 1989. Evaluation of the long-term performance of horizontal sub-surface flow constructed wetlands in the Czech Republic indicates that removal of organics and suspended solids is very effective; efficiencies are steady throughout the year and are not affected by season and also by the length of operation. The results from systems treating wastewaters from combined sewer systems clearly indicate that HF CWs can very effectively cope with low inflow concentrations of organics and can provide effluent BOD₅ concentrations less than 5 mg l⁻¹. Phosphorus removal is seasonally steady but low as Czech constructed wetlands do not use special filtration media with high sorption capacity. This is not a problem, because in the Czech Republic, there is currently no discharge limit for phosphorus for wastewater treatment plants up to 2000 person equivalents (PE). Removal of ammonia-N is limited by lack of dissolved oxygen in filtration beds caused by permanent saturation. The removal of ammonia-N is steady over the life of operation but is affected by season but the decrease in ammonia removal efficiency during winter is not large.