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1.
人工湿地氮去除关键功能微生物生态学研究进展   总被引:12,自引:1,他引:11  
陈亮  刘锋  肖润林  吴金水 《生态学报》2017,37(18):6265-6274
人工湿地是一种能有效处理水体氮素污染的生态技术,其中微生物是驱动人工湿地系统中氮素去除的重要引擎。近20年来,随着分子生物学技术的广泛应用,有关人工湿地氮去除功能微生物生态学方面研究取得了一些重要进展。以硝化-反硝化作用和厌氧氨氧化作用这两种重要的人工湿地微生物脱氮途径为主,针对氨氧化细菌/古菌、厌氧氨氧化菌和反硝化菌等关键脱氮功能微生物的研究,重点归纳总结了目前有关这几类关键功能菌群在人工湿地中的丰度、活性、多样性、分布特征与影响因素,及其对废水中氮去除的作用,并在此基础上对今后的重点研究工作提出了展望。面向未来人工湿地氮去除关键功能微生物的研究应侧重其在污水净化和温室气体减排等方面的生态功能研究,同时加强其代谢过程与机制以及不同功能菌群间的关联研究。  相似文献   

2.
人工湿地黑臭水体处理系统微生物脱氮机理研究   总被引:9,自引:0,他引:9  
以上海市老段浦I、II和北夏3座水平潜流人工湿地黑臭河道处理系统为研究对象,进行了水平潜流湿地处理黑臭河道氨氮的转化及脱氮机理的研究。研究表明,3座人工湿地的pH值均呈弱碱性,且沿湿地水流方向变化较小。溶解氧值在0.09—0.35mg/L范围内波动,氨氮沿湿地的流向呈递减的趋势,亚硝态氮及硝态氮浓度较低。在老段浦人工湿地的同一土样中,亚硝化细菌的数量远大于硝化细菌的数量,北夏人工湿地中,湿地前端的亚硝化细菌与硝化细菌的数量近似相等,但在湿地末端亚硝化细菌数量要远小于硝化细菌的数量。原位曝气抑制反硝化反应试验研究表明,3座人工湿地都发生了"新"的脱氮途径-短程硝化-反硝化反应,其中两座老段浦人工湿地50%的氮以短程硝化-反硝化反应去除。北夏人工湿地中约20%的氮以短程硝化反硝化的途径去除。  相似文献   

3.
湿地植物供碳功能与优化   总被引:1,自引:0,他引:1  
赵德华  吕丽萍  刘哲  张淼  安树青 《生态学报》2018,38(16):5961-5969
尾水湿地氮的反硝化去除往往受限于碳缺乏。综述了湿地植物供碳促反硝化的主要途径与影响因素,构建了华东地区典型冷、暖季型湿地植物供碳的一般性季节动态模式,以期为发挥湿地植物稳定高效供碳功能、缓解尾水湿地碳缺乏问题提供解决思路。湿地植物的主要供碳途径包括根系分泌、地下有机质分解和地上有机质分解(淋溶)等,湿地植物的供碳动态是物种和环境因子综合影响的结果,存在极大的时空异质性。湿地植物具有很强的供碳促反硝化潜力,地上最大生物量为5 kg/m~2的芦苇全年脱氮潜力可高达0.57 kg N/m~2。在构建的湿地植物生物质积累量和供碳量的一般性模式中,冷、暖季型湿地植物无论是生物质积累量(总生物量)和还是供碳量(分解部分+根系分泌物)均存在显著的季节性差异,以及季节间的互补特征。因此,冷、暖季型湿地植物间进行合理的配置,是发挥湿地植物供碳功能且避免生物质分解引起二次污染的可行性措施。今后在湿地植物供碳定量化研究方法、多种供碳途径的定量化监测、供碳功能调控策略,以及稳定高效供碳促反硝化人工湿地构建等方向需做进一步研究。  相似文献   

4.
滨海湿地生态系统微生物驱动的氮循环研究进展   总被引:5,自引:0,他引:5  
滨海湿地生态系统介于陆地生态系统和海洋生态系统之间,其类型多种多样,环境差异极大,微生物种类丰富。近年来,随着人为氮源的大量输入,造成滨海湿地生态系统富营养化污染问题日趋严重。本文主要总结了滨海湿地生态系统微生物驱动的固氮、硝化、反硝化、厌氧氨氧化、NO_3~-还原成铵等主要氮循环过程,并综述了通过功能基因(如nifH、amoA、hzo、nirS、nirK、nrfA)检测微生物群落多样性及其环境影响因素的相关研究,旨在更好理解微生物驱动氮循环过程以去除氮,以期为减轻富营养化和危害性藻类爆发提供科学依据。  相似文献   

5.
郭颖  谢慧君  张建 《水生生物学报》2022,46(10):1501-1509
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。  相似文献   

6.
模拟人工湿地中植物多样性配置对硝态氮去除的影响   总被引:1,自引:0,他引:1  
为检验植物多样性对人工湿地脱氮功能的影响,在模拟人工湿地试验系统中设置了植物单种和混种处理并定期供给氮形态仅为硝态氮的模拟污水。结果表明:混种系统的出水硝态氮浓度显著低于单种(P<0.05);混种与单种系统在基质氮含量和植物氮积累量上无统计差异;质量平衡分析表明混种促进系统反硝化强度;菩提子单种系统中的硝态氮移除能力显著高于香蒲、芦苇和菖蒲单种系统,后3种硝态氮移除能力则无显著差异。本研究可为人工湿地选择高效物种、多样性配置以提高氮去除率提供依据。  相似文献   

7.
氨挥发对于大气雾霾形成有重要贡献,然而在生物多样性-生态系统功能研究中,植物多样性对氨挥发强度的影响尚属空白。本研究进行了模拟人工湿地的微宇宙实验,选用菊苣(Cichorium intybus L.)和羊蹄(Rumex japonicus Houtt.)配置2个单种和1个混种处理(检验多样性效应的基本模式),在模拟污水供给初期(停留时间1天)和后期(停留时间7天)测定了微宇宙的氨挥发通量。结果表明:(1)混种系统氨挥发低于单种系统平均水平(1天:P0.05;7天:P=0.068);(2)羊蹄单种系统的氨挥发低于菊苣单种系统(1天:P0.05;7天:P=0.062);(3)相比于污水供给后期,供给初期氮浓度较高时,植物多样性对氨挥发的抑制作用更强;(4)物种特性对系统氨挥发以及相关功能的影响均高于物种丰富度的影响。本研究表明,在人工湿地中配置适当的关键种有利于提高生态系统功能。  相似文献   

8.
黄梦露  李战朋  王振 《生态学杂志》2017,28(12):4075-4082
通过逐步提高进水中的有机碳源浓度,探讨进水碳氮比(C/N)对基于亚硝化的全程自养脱氮(CANON)型潮汐流人工湿地(TFCW)脱氮效能及其微生物特性的影响.结果表明: 进水C/N可显著影响CANON型TFCW中脱氮功能微生物的数量与活性,进而影响其氮素转化速率.当进水C/N由0.0增至6.0时,TFCW中反硝化功能基因的丰度随之增加,系统反硝化性能提高,TFCW中逐渐形成同步亚硝化、厌氧氨氧化与反硝化(SNAD)耦合反应体系,其脱氮效果得以强化.当进水C/N>6.0时,好氧氨氧化菌活性受到抑制,数量逐渐减少,TFCW中的厌氧氨氧化作用与反硝化作用受阻,系统脱氮性能恶化.当进水C/N为6.0时,TFCW中的SNAD作用可得到最大限度的强化,其总氮(TN)去除率和去除负荷分别达(93.3±2.3)%和(149.30±8.00) mg·L-1·d-1,高于CANON系统中TN去除率的理论值.  相似文献   

9.
文章以垂直流人工湿地为研究对象, 探究了水位调控对湿地系统脱氮性能的影响效果及影响机制。结果表明, 水位调控可以优化湿地内部的不饱和层、饱和层分布, 提高系统对化学需氧量和氨氮的去除效果, 进而提高脱氮能力。当饱和水位高度为70 cm时(基质床高度为90 cm), 系统的总氮去除率最高, 为53.6%。氮循环功能基因的结果表明, 饱和水位降低后所创造的不饱和层并未对反硝化菌群造成负面影响, 不饱和层中富集的亚硝酸盐氧化菌, 可以实现同步硝化反硝化。但过低的饱和水位(20 cm)会引起不必要的碳源损失, 导致反硝化过程受限, 脱氮效率降低。由此, 在垂直流人工湿地实际应用时, 可以通过水位调控强化湿地系统的脱氮性能。  相似文献   

10.
基于响应面法对一株好氧反硝化菌脱氮效能优化   总被引:2,自引:1,他引:1  
【目的】水体富营养化是当今我国水环境面临的重大水域环境问题,氮素超标排放是主要的引发因素之一。好氧反硝化菌构建同步硝化反硝化工艺比传统脱氮工艺优势更大。获得高效的好氧反硝化菌株并通过生长因子优化使脱氮效率达到最高。【方法】经过序批式生物反应器(Sequencing batch reactor,SBR)的定向驯化,筛选获得高效好氧反硝化菌株,采用响应面法优化好氧反硝化过程影响总氮去除效率的关键因子(碳氮、溶解氧、pH、温度)。【结果】从运行稳定的SBR反应器中定向筛选高效好氧反硝化菌株Pseudomonas T13,采用响应面法对碳氮比、pH和溶解氧关键因子综合优化获得在18 h内最高硝酸盐去除率95%,总氮去除率90%。该菌株的高效反硝化效果的适宜温度范围为25?30 °C;最适pH为中性偏碱;适宜的COD/NO3?-N为4:1以上;最佳溶解氧浓度在2.5 mg/L。【结论】从长期稳定运行的SBR反应器中筛选获得一株高效好氧反硝化菌Pseudomonas T13,硝酸盐还原酶比例占脱氮酶基因的30%以上,通过运行条件优化获得硝氮去除率达到90%以上,对强化废水脱氮工艺具有良好应用价值。  相似文献   

11.
Efforts to protect watercourses, especially sources of drinking water, particularly in rural areas, are now underway in China. Nitrogen present in wastewater, due to its role in eutrophication and potential toxicity to aquatic species, is a focus of primary concern. Constructed wetlands (CWs), a simpler, less costly treatment alternative, have been used to treat domestic wastewater for small communities. Although showing great promise for removing carbonaceous materials from wastewater, wetland systems have not been successful in removing nitrogen mainly due to lack of dissolved oxygen (DO). To enhance nitrogen removal, a novel CW configuration with three stages, towery hybrid constructed wetland (THCW), was designed. The first and third stages were rectangle subsurface horizontal flow CWs, and the second stage was a circular three-layer free-water flow CW. Increased DO by passive aeration of a tower type cascade overflow from the upper layer into the lower layer in the second stage of the wetland enhanced nitrification rates. Denitrification rates were also improved by additional organic matter supplied as a result of bypass influent directly into the second stage. Evergreen tree Pond Cypress (Taxodium ascendens), industrial plants Mat Rush (Schoenoplectus trigueter) and Wild Rice shoots (Zizania aquatica), ornamental floriferous plants Pygmy Waterlily (Nymphaea tetragona) and Narrow-leaved Cattail (Typha angustifolia) were planted in the wetland. The average percentage of removal was 89%, 85%, 83%, 83% and 64% for total suspended solid, chemical oxygen demand, ammonia nitrogen, total nitrogen and total phosphorus, respectively. There was no significant difference (p < 0.05) at low and high hydraulic loads (16 cm/d and 32 cm/d) for performance of THCW. Nitrifying and denitrifying bacteria as well as potential nitrification activity and potential denitrification rates measured have shown that nitrification–denitrification is the main mechanism for nitrogen removal in the wetland. THCW also provided additional aesthetic benefits.  相似文献   

12.
水体中氮磷营养物质不断积累,部分藻类及水生生物的过度繁殖,导致了水体的富营养化。水体富营养化防治的关键是减小水中氮、磷的含量。人工湿地是一项新型的废水处理技术,近年来在脱除富营养化水体氮磷中获得广泛研究和应用。本文在简述脱氮除磷机理的基础上,较系统地阐述了影响人工湿地脱除氮磷的因素及工艺的在改善水体富营养化的研究进展,以便在构建人工湿地中对各项因素综合考虑及兼顾利用,提高人工湿地修复富营养化水体的综合效能。  相似文献   

13.
几种湿地植物净化生活污水COD、总氮效果比较   总被引:38,自引:2,他引:36  
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。  相似文献   

14.
【背景】好氧反硝化是指在有氧条件下进行反硝化作用,使得硝化和反硝化过程能够在同一反应器中同时发生,是废水脱氮最具竞争力的技术。红树林湿地中蕴藏着丰富的微生物资源,分布着大量好氧反硝化微生物。【目的】了解耐盐微生物的脱氮机制,为含盐废水生物脱氮的工程实践提供理论依据,对一株分离于红树林湿地中的耐盐好氧细菌A63的硝酸盐异化还原能力进行分析。【方法】利用形态学特征及16S rRNA基因序列测定分析,对其种属进行了鉴定,采用单因子实验测定该菌在不同环境因子下的硝酸盐还原能力,并对其反硝化脱氮条件进行了优化。【结果】初步判定该菌株为卓贝儿氏菌(Zobellellasp.),其能在盐度0%-10%、pH5.0-10.0、温度20-40°C范围内进行反硝化脱氮和硝酸盐异化还原为氨(dissimilatorynitratereductiontoammonium,DNRA)作用。菌株A63最适生长碳源为柠檬酸钠(1.2 g/L),适宜脱氮盐度为3%、pH 7.0-7.5、温度30-35°C,且C/N为10。在最适脱氮条件下,该菌株12h内能将培养基中208.8mg/L硝态氮降至0,且仅有少量铵态氮生成,无亚硝态氮积累,脱氮率高达99%。此外,该菌株在高盐度、低C/N比、弱酸性和低温等不利生境中DNRA作用显著。【结论】细菌A63生长范围宽,脱氮效率显著,适用于海水养殖废水处理。研究为今后开发高效含盐废水生物脱氮工艺奠定了基础,对于加深氮素转化规律的认识、丰富生物脱氮理论有着重要意义。  相似文献   

15.
Integration of partial nitrification (nitritation) and anaerobic ammonium oxidation (anammox) in constructed wetlands creates a sustainable design for nitrogen removal. Three wetland treatment systems were operated with synthetic wastewater (60 mg NH3–N L?1) in a batch mode of fill – 1-week reaction – drain. Each treatment system had a surface flow wetland (unplanted, planted, and planted plus aerated, respectively) with a rooting substrate of sandy loam and limestone pellets, followed by an unplanted subsurface flow wetland. Meanwhile, three surface flow wetlands with a substrate of sandy loam and pavestone were operated in parallel to the former surface flow wetlands. Influent and effluent were monitored weekly for five cycles. Aeration reduced nitrogen removal due to hindered nitrate reduction. Vegetation maintained pH near neutral and moderate dissolved oxygen, significantly improved ammonia removal by anammox, and had higher TN removal due to coexistence of anammox and denitrification in anaerobic biofilm layers. Nitrite production was at a peak at the residence time of 4–5 d. Relative to pavestone, limestone increased the nitrite mass production peak by 97%. The subsurface flow wetlands removed nitrogen via nitritation and anammox, having an anammox activity of up to 2.4 g N m?3 d?1 over a startup operation of two months.  相似文献   

16.
Constructed wetlands for wastewater treatment   总被引:10,自引:3,他引:7  
The first experiments using wetland macrophytes for wastewater treatment were carried by out by Käthe Seidel in Germany in early 1950s. The horizontal sub-surface flow constructed wetlands (HF CWs) were initiated by Seidel in the early 1960s and improved by Reinhold Kickuth under the name Root Zone Method in late 1960s and early 1970s and spread throughout Europe in 1980s and 1990s. However, cohesive soils proposed by Kickuth got clogged very quickly because of low hydraulic permeability and were replaced by more porous media such as gravel in late 1980s in the United Kingdom and this design feature is still used. In fact, the use of porous media with high hydraulic conductivity was originally proposed by Seidel. HF CWs provide high removal of organics and suspended solids but removal of nutrients is low. Removal of nitrogen is limited by anoxic/anaerobic conditions in filtration beds which do not allow for ammonia nitrification. Phosphorus removal is restricted by the use of filter materials (pea gravel, crushed rock) with low sorption capacity. Various types of constructed wetlands may be combined in order to achieve higher treatment effect, especially for nitrogen. However, hybrid systems are comprised most frequently of vertical flow (VF) and HF systems arranged in a staged manner. HF systems cannot provide nitrification because of their limited oxygen transfer capacity. VF systems, on the other hand, do provide a good conditions for nitrification but no denitrification occurs in these systems. In hybrid systems (also sometimes called combined systems) the advantages of the HF and VF systems can be combined to complement processes in each system to produce an effluent low in BOD, which is fully nitrified and partly denitrified and hence has a much lower total-N outflow concentrations.  相似文献   

17.
Nitrogen in wastewater degrades aquifer and surface water quality. To protect water quality in the United States, nitrogen discharge standards are strict: typically 1.0 mg/L NH4-N for discharge to surface water and 10 mg/L total nitrogen (TN) for discharge to soil. Passive constructed wetland treatment systems cannot meet the nitrification standards discussed in this paper, using loading rates commonly considered to be cost-effective based on economic conditions in North America. Although partial nitrification can be achieved with some vertically or intermittently loaded, subsurface flow (SSF) wetlands, complete nitrification cannot be achieved in these passive wetland treatment systems. Engineered wetlands (EWs) use mechanical power inputs via pumping of air or water to nitrify wastewater, and have evolved in large part to nitrify wastewater. The design energy requirements for these power inputs have yet to be described in the wetland treatment literature. Our paper investigates the energy and area requirements of three wetland technologies: aerated subsurface flow, tidal flow, and pulse-fed wetland treatment, compared to a mechanical activated-sludge treatment system.  相似文献   

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