不同类型底栖动物对表面流人工湿地系统水质净化的影响

研究以表面流人工湿地为研究对象, 探讨不同类型底栖动物在夏季和冬季对人工湿地系统氮磷去除效果的影响, 并通过人工湿地系统运行前后不同介质氮磷含量变化及不同介质微生物丰度变化进行水质净化机理分析。结果表明, 夏季添加河蚌和添加田螺均能增强人工湿地系统NO₃-N和TN去除效果, 其中添加河蚌使得系统NO₃-N和TN平均去除率较对照组分别提升37.19%和24.32%, 添加田螺使得系统NO₃-N和TN平均去除率较对照组分别提升22.98%和12.46%。冬季添加摇蚊幼虫使得表面流人工湿地NO₃-N、TN和TP平均去除率分别在37.8%、54.0%和94.8%, 与对照组相比分别增加了29.51%、15.16%和37.62%, 添加河蚌和田螺受底栖动物半冬眠活动和代谢降低影响没有显著水质提升效果。这表明通过添加底栖动物可以增强表面流人工湿地运行效果, 选取适合的底栖动物种类组合可能在全年提升人工湿地水质净化效果。机理研究结果表明, 底栖动物通过增强底泥和基质中微生物硝化反硝化作用、植物氮吸收和基质氮吸附等促进人工湿地氮去除, 通过增强下层基质磷吸附沉淀和植物磷吸收提升水质磷去除。研究结果将为底栖动物在人工湿地的应用及表面流人工湿地运行效果提升提供理论依据和合理借鉴。     

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。     

人工湿地微生物的研究进展

人工湿地是20世纪70年代末得到迅速发展的一种污水处理技术工程,具有投资低、运行费用低、维护技术水平低和能耗低等优点。目前已被用于处理各种类型的废水。它是由基质、植物和微生物构成的复合系统,其中,微生物在人工湿地系统净化污水过程中发挥着重要作用。从人工湿地微生物群落多样性和功能性两方面对人工湿地系统中微生物的研究进展进行了概述,进而对人工湿地微生物研究的前景进行了展望,旨在为该领域的相关研究提供资料和借鉴。     

潜流湿地和表面流湿地的净化效果与植物生长比较

分别以砾石和土壤为填料构建成潜流人工湿地和表面流人工湿地,处以较大水力负荷的污水处理。比较了两种湿地对污水的净化效果,结果表明在较大水力负荷条件下两种湿地的净化效果都较差,但潜流湿地对各种污染物的净化能力都优于表面流湿地;土柱法测量了湿地植物的根系生物量,结果显示湿地植物地上部分长势差异不明显,但潜流湿地的根系生物量显著低于表面流湿地的根系生物量(P<0.05)。结合前期实验结果得出湿地净化效果不仅与湿地植物根系生物量有相关关系,还与其他因素有一定的相关关系。     

人工湿地系统对污水磷的净化效果

建立以亚热带湿生、水生植物为主的十二套下流行一上流－上行流人工湿地系统作为处理城镇生活污水的对策。以其中四套研究其在不同的水力负荷及气候条件下对污水中磷的去除效果。人工湿地系统随处理运行时间的推移趋于稳定,对污水中的总磷、无机磷显示较好的净化效率,平均去除率在冬季达到４０％以上,夏季达到６０％以上,出水达到国家地面水Ⅲ级标准。水生植物在系统中起到明显作用,有植物系统的除磷效率及稳定性均高于无植物对照,其中２号茭白－石菖蒲系统的效果最好,总磷平均去除率为６５％。４号9蔗－苔草系统在高水力负荷下的净效果优于２号。水力负荷的增加对系统的净效果没有明显影响。     

人工湿地系统微生物去除污染物的研究进展

人工湿地系统是模拟自然湿地,通过植物、土壤、微生物的相互作用去除污染物,从而实现净化污水、美化环境的功能,是一种经济环保且高效的污水处理技术。微生物作为人工湿地生态系统的重要组成部分,承担着对污水、废水中污染物的吸收和分解。本文从微生物种群分布特征和影响微生物生态分布及去污能力的三个因素,温度和营养物质、基质方面,总结归纳了人工湿地微生物去除污染物的研究进展。     

不同基质和不同植物对人工湿地净化效率的影响

实验通过建立不同模式的小型湿地系统研究了不同基质和不同的植物组合对人工湿地净化效率和效率稳定性的影响.结果表明,种植植物的湿地系统比没有植物的湿地系统净化效率高,沙土混合基质比卵石基质净化效率高;旱伞草和美人蕉组合以及旱伞草、美人蕉和芦苇3种植物的组合湿地系统比单一旱伞草湿地系统的净化效率更高;小粒径基质和混合种植湿地系统能够保持较稳定的净化效率.     

人工湿地运行过程中有机物质的积累

研究了杭州西湖边人工湿地污水净化生态工程经一年多运行后有机质的积累情况,同时测定了基质的孔隙度和水力传导性,结果表明,人工湿地在运行一年后总有机质积累达到0.658kg/m^2,60%有机质积累主要在0-100mm。湿地上,下池有机质积累有明显差异。且随着基质中的深度和离入水口的距离都呈下降趋势。两池中下层孔隙度均高于上层,并存在显著差异。有机质积累对水力传导性和净化效果均有一定影响,可通过定期收割植物和清除枯落物来维持湿地的长期运作能力。     

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。     

波形潜流人工湿地污水处理的研究

波形潜流人工湿地包括水平流、上行流和下行流在内的混合流态,集合了潜流人工湿地和垂直流人工湿地的优点,优于传统潜流人工湿地。本文主要结合波形潜流人工湿地的特点,探讨波形人工湿地微生物群落结构及污染物去除机理,为强化波形潜流人工湿地的净化功能提供参考。     

滨海湿地生态系统土壤微生物及其影响因素研究综述

土壤微生物是滨海湿地生态系统中不可或缺的关键组分,在土壤发育、物质循环和污染物净化等诸多土壤生态过程中发挥着重要作用,对滨海湿地生态系统的维持与健康具有重大影响。系统梳理了滨海湿地土壤微生物群落结构特征和多样性,综述了土壤理化性质、植被状况、水文因素、生物入侵、全球变化、湿地开垦、石油污染等因素对滨海湿地土壤微生物的影响。在此基础上,对今后的研究重点提出了4个方面的展望:(1)加强全球变化多因子交互作用下滨海湿地土壤微生物的响应机制;(2)强化滨海湿地土壤微生物与环境因子的互作机理;(3)深化滨海湿地水动力条件对土壤微生物的影响机制;(4)开展土壤微生物与滨海湿地生态系统物质循环综合研究。研究以期为滨海湿地生态系统的保护和修复提供参考。     

互花米草入侵对滨海湿地生态系统的影响研究进展

滨海湿地受海、陆生态系统的交互影响,是典型的生态脆弱带和敏感区。互花米草是全球海岸带最为成功的外来入侵物种,对滨海湿地生态系统已经产生了重要的影响。本文对已有相关研究进行了系统梳理,揭示了互花米草入侵对滨海湿地生态系统生物地球化学循环(碳循环、氮循环、磷循环及土壤重金属迁移)和入侵地生物群落(微生物、植物和动物)的影响。并在此基础上对今后研究的重点提出了展望: 加强互花米草入侵对滨海湿地生态系统健康影响机制研究;重点关注全球变化背景下互花米草群落与湿地环境互馈耦合;开展长时序定位监测,厘清滨海湿地生态系统对互米草不同入侵阶段的响应差异,以期对互花米草的生态利用和治理提供指导。     

Rejuvenating the largest municipal treatment wetland in Florida

The Orlando Easterly Wetland (OEW), one of the largest constructed wetlands for the treatment of wastewater in Florida, started operation in 1987 for the reduction of nutrient loads in tertiary treated domestic wastewater produced by the City of Orlando. The wetland has performed better than design expectations, but phosphorus removal effectiveness experienced some seasonal declines beginning with the winter of 1999. Subsequent studies indicated that the OEW treatment capacity was hindered by inefficient phosphorus removal in the upstream cells of one of three flow trains. Therefore, rejuvenating management activities were initiated on these cells in 2002. The management included the removal of plants and organic top sediments, site grading in the interior of the cells, construction of baffles and islands, and re-vegetation. This study evaluates the improvement in hydraulic and phosphorus removal performance realized from the wetland modifications. Improvement of hydraulic performance was evaluated based on tracer tests, and improvement of phosphorus removal performance was evaluated based on episodic spatially distributed water samples as well as model prediction. The results showed that both the hydraulic efficiency and the phosphorus removal effectiveness of the rejuvenated wetland were significantly increased. However, the wetland has likely re-entered a start-up phase and long-term observation will be necessary to determine eventual steady-state conditions.     

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胛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。     

湿地植物根系泌氧及其在自然基质中的扩散效应研究进展

湿地植物根系径向泌氧(ROL)是构造根际氧化-还原异质微生态系统的核心要素,其扩散层为好氧、厌氧微生物提供了良好生境并促进其代谢活动,使湿地植物根际成为有机物降解、物质循环及生命活动最为强烈的场所,已有成果证明湿地植物根系ROL的强弱与污染物的去除效果密切相关。因此,开展湿地植物根系ROL及其在自然基质中的扩散效应研究,对于了解湿地植物根系ROL机理及其根际氧环境特征,进而发挥湿地植物的污染去除功能具有十分重要的意义。基于此,首先归纳了湿地植物根系ROL特征及其受影响机制的研究现状,而后从种属差异、时空分布及对微生物的影响等方面对根系ROL在自然基质中的扩散效应国内外研究成果进行了总结,最终根据研究现状与不足对今后的研究方向进行了简要展望。创新之处在于:1)提出影响根系氧供给及氧输送释放通道的环境、生物等因素,阐述了其对根系ROL的影响机制;2)着重阐述了目前研究较少提及的根系ROL扩散效应测定方法。     

Phosphorus removal ability of three inexpensive substrates: Physicochemical properties and application

Eutrophication of shallow freshwater lakes is a severe ecological problem all over the world. Phosphorus is one of the main triggering nutrients responsible for eutrophication of shallow freshwater lakes. Constructed wetlands provide an effective means of phosphorus removal from enriched waters. The cost of a constructed wetland depends mainly on the substrates filled within it. Here we used three inexpensive substrates including loess, cinder and limestone to construct a wetland along the shore of Lake Taihu, and then tested the total phosphorus (TP) removal ability of the wetland, the chemical and physical characteristics, and the abilities of phosphorus adsorption and inhibition of substrates. We found that the artificial wetland constructed with layered loess, cinder, and limestone but without hydrophytes and mesophytes had high phosphorus removal ability during the 44-day test, especially in the first 10 days. The average removal rate for TP was 41% for the overall testing time. Chemical properties of the substrates had stronger impacts on phosphorus removal than physical properties did. Among the three substrates, limestone had the highest phosphorus removal and inhibition ability due to its highest calcium content. This suggests that more attention should be paid to chemical composition during the selection and assembly of substrates for both constructed wetland study and its engineering applications.     

Comparison of heavy metal accumulation in a natural wetland and constructed wetlands receiving acid mine drainage

Metal accumulations in sediments and plants of constructed and natural wetlands were compared in two wetlands constructed by the Tennessee Valley Authority (TVA) for the treatment of acid mine drainage and a natural wetland. Load rates and removal efficiencies of most metals were generally greater in the constructed wetlands than in the natural wetland. There were similar sediment and plant metal concentrations between one constructed wetland and the natural wetland and greater metal concentrations in the sediments and plants in the other constructed wetland compared to the natural wetland. Data indicate that Mn, Zn, Cu, Ni, B, and Cr are being accumulated in the plants at all three wetlands, although accumulation of metals by these plants accounts for only a small percentage of the removal of the annual metal load supplied to each wetland.     

Collection strategies for quantifying protist assemblages in temperate headwater streams

We aimed at indicating some regularities of a constructed wetland treating agricultural runoff in China. The regularities, including the nitrogen removal capacity all year round, the nitrogen distribution pathways, and the nitrogen species removal kinetics, of a free water surface constructed wetland (2,800 m²) in the Dianchi Valley, which has been in operation for 27 months, were studied. The planted Phragmites australis and Zizania caduciflora were harvested biannually. The average inflow rate was recorded by an ultrasonic flow instrument, and then the hydraulic loading rate (HLR) and hydraulic retention time (HRT) were calculated. The average inflow and outflow concentrations of total nitrogen (TN), ammonia, and nitrate were measured, while the corresponding removal rates were calculated, showing better results than other constructed wetlands. Then the distribution pathways of nitrogen were analyzed, which indicated that plant harvesting was more important in wetland-treated agricultural runoff than in domestic wastewater. The reason for a good nitrogen removal capability and the obvious function of plants in the present wetland is the sound climate and intermittent inflow in the wetland. Results showed that inflow load had significant correction with both TN and ammonia removal efficiency. HLR, inflow rate, inflow nitrogen concentration, and temperature had significant and positive correction with both TN and ammonia removal. However, HRT had negative correction with both TN and ammonia removal, and the nitrate removal efficiency and parameters mentioned earlier were not significantly correlated. The rate constant values for nitrate and ammonia in summer were obviously larger than in winter. It is possible that bacterial and microbial activities were more active in summer than winter, and more conducive to bacterial and vegetative growth in summer than winter. Since this study was a pioneer for the implementation of constructed wetlands in China treating agricultural runoff, it has proved that this eco-technology could be used effectively for water quality enhancement in China and other areas with a similar climate.     

Effects of variable hydroperiods and water level fluctuations on denitrification capacity, nitrate removal, and benthic-microbial community structure in constructed wetlands

The hydrologic character of wetlands is one of the attributes by which they are defined. There are, however, conflicting reports about the detrimental versus beneficial responses of wetland systems to water level fluctuations and variable hydroperiods. We conducted water level and hydroperiod fluctuation studies in full-scale experimental wetlands in order to determine the effects of hydraulic operation on wetland performance (in terms of nutrient removal), and benthic-bacterial community function (in terms of denitrification potential, DNP) and structure (via terminal restriction fragment length polymorphisms, T-RFLP). In our comparison, detention time was the controlling factor for nitrate removal at the system level. However, widely fluctuating water levels and variable hydroperiods did not diminish either the nitrate removal capacity of the experimental wetlands, or the size or composition of benthic-bacterial communities relative to the more stable water level systems. Rather, significant differences in denitrification potential rates, bacterial cell densities, and benthic community structure were a function of sampling location within the experimental wetlands regardless of hydraulic operation. The results of this study support the need for reconsidering the hydraulic criteria for wetland delineation.     

Water Organic Pollution and Eutrophication Influence Soil Microbial Processes,Increasing Soil Respiration of Estuarine Wetlands: Site Study in Jiuduansha Wetland

Undisturbed natural wetlands are important carbon sinks due to their low soil respiration. When compared with inland alpine wetlands, estuarine wetlands in densely populated areas are subjected to great pressure associated with environmental pollution. However, the effects of water pollution and eutrophication on soil respiration of estuarine and their mechanism have still not been thoroughly investigated. In this study, two representative zones of a tidal wetland located in the upstream and downstream were investigated to determine the effects of water organic pollution and eutrophication on soil respiration of estuarine wetlands and its mechanism. The results showed that eutrophication, which is a result of there being an excess of nutrients including nitrogen and phosphorus, and organic pollutants in the water near Shang shoal located upstream were higher than in downstream Xia shoal. Due to the absorption and interception function of shoals, there to be more nitrogen, phosphorus and organic matter in Shang shoal soil than in Xia shoal. Abundant nitrogen, phosphorus and organic carbon input to soil of Shang shoal promoted reproduction and growth of some highly heterotrophic metabolic microorganisms such as β-Proteobacteria, γ-Proteobacteria and Acidobacteria which is not conducive to carbon sequestration. These results imply that the performance of pollutant interception and purification function of estuarine wetlands may weaken their carbon sequestration function to some extent.