夏季长江河口潮间带反硝化作用和N2O的排放与吸收   总被引：16，自引：1，他引：15  

王东启  陈振楼  王军  许世远  杨红霞  陈华  杨龙元  胡玲珍 《地球化学》2006,35(3):271-279

采用培养箱乙炔抑制和现场静态箱法,于夏季(7月)在长江河口潮滩潮间带进行了采样,研究表明,长江河口潮滩水体自身N2O产生速率很低,在潮汐淹没期沉积物是上覆水体N2O的来源,其来自沉积物中反硝化、硝化等氮素循环的多个反应过程,沉积物中N2O自然产生速率在0.10～8.50μmol/(m2·h)之间,反硝化速率在21.91～35.87μmol/(m2·h)之间。退潮出露期中潮滩是大气N2O的排放源犤交换速率在-11.03～13.17μmol/(m2·h)之间犦,5～10cm地温是影响N2O排放速率的显著性因素;低潮滩-大气界面N2O排放、吸收速率在-5.75～0.49μmol/(m2·h)之间。总体上看,中潮滩是大气N2O的排放源;而低潮滩对大气N2O有明显的吸收作用。潮滩植被(海三棱草和底栖藻类)的光合作用明显抑制了N2O的排放并可能导致吸收,而其呼吸作用则增加了N2O的排放,潮间带-大气界面N2O的排放和吸收与CO2的排放、吸收有显著的正相关关系。  相似文献   

固定化氮循环细菌修复城市湖泊水体脱氮效果及N₂O排放   总被引：4，自引：0，他引：4  

杨竹攸  李正魁  石鲁娜  张晓姣  王月明  陈祈春  吴凯  冯露露 《湖泊科学》2009,21(6):789-794

利用从镇江金山湖天然水体中筛选分离出的土著氨化、亚硝化、硝化和反硝化细菌,将氮循环细菌固定化后在金山湖示范工程区进行水体脱氮净化效果研究.结果表明,运行一段时间后水质明显得到改善,氨氮、亚硝酸盐氮、硝酸盐氮以及总氮浓度均显著下降,氨氮浓度指标达到国家水质Ⅰ类标准,总氮浓度指标达到水质Ⅱ类标准.同时,对湖泊水体的N_2O气体排放通量进行了检测,结果显示,随着实验的进行,金山湖区的N_2O气体排放通量逐渐升高,4月份的平均值为23,51μg/(m~2·h)、5月份的平均值为29.52μg/(m~2·h)、6月份的平均值为59.10μg/(m~2·h).水质氮素指标以及N_2O气体排放通量数据说明利用微生物固定化载体强化净化技术对城市湖泊水质净化具有显著效果和重要意义.  相似文献   

不同碳源对缺氧生物滤池生物脱氮的试验研究   总被引：3，自引：0，他引：3  

许文峰  李桂荣  汤洁 《吉林大学学报(地球科学版)》2007,37(1):139-143

针对生活污水的特点,采用曝气生物滤池技术对不同碳源（甲醇、乙酸钠和葡萄糖）条件下的生物脱氮效果进行了试验研究。结果表明,在C/N为3∶1～4∶1、滤速为1.0 m/h时,不同碳源对缺氧生物滤池的生物脱氮效果影响很大,其中以甲醇和乙酸钠作为外碳源时,脱氮效果较好,而以葡萄糖为碳源时的脱氮效果明显逊于二者。  相似文献   

Benthic metabolism and the fate of dissolved inorganic nitrogen in intertidal sediments     

W.P. Porubsky  N.B. Weston  S.B. Joye   《Estuarine, Coastal and Shelf Science》2009,83(4):392-402

We determined patterns of benthic metabolism and examined the relative importance of denitrification (DNF) and dissimilatory nitrate reduction to ammonium (DNRA) as sinks for nitrate (NO₃⁻) in intertidal sediments in the presence and absence of benthic microalgal (BMA) activity. By influencing the activity of BMA, light regulated the metabolic status of the sediments, and, in turn, exerted strong control on sediment nitrogen dynamics and the fate of inorganic nitrogen. A pulsed addition of ¹⁵N-labeled NO₃⁻ tracked the effect and fate of dissolved inorganic nitrogen (DIN) in the system. Under illuminated conditions, BMA communities influenced benthic fluxes directly, via DIN uptake, and indirectly, by altering the oxygen penetration depth. Under dark hypoxic and anoxic conditions, the fate of water column NO₃⁻ was determined largely by three competing dissimilatory reductive processes; DNF, DNRA, and, on one occasion, anaerobic ammonium oxidation (anammox). Mass balance of the added ¹⁵N tracer illustrated that DNF accounted for a maximum of 48.2% of the ¹⁵NO₃⁻ reduced while DNRA (a minimum of 11.4%) and anammox (a minimum of 2.2%) accounted for much less. A slurry experiment was employed to further examine the partitioning between DNF and DNRA. High sulfide concentrations negatively impacted rates of both processes, while high DOC:NO₃⁻ ratios favored DNRA over DNF.  相似文献   

蓝藻对太湖底泥反硝化过程的影响和机理分析   总被引：3，自引：1，他引：2  

黎丽雯  潘纲  李梁  李宏  施文卿  张洪刚  朱广伟 《湖泊科学》2013,25(5):628-634

通过模拟实验,研究了因自然或人工沉降的太湖蓝藻在厌氧条件下作为碳源对底泥微生物反硝化脱氮的促进作用.通过对底泥总氮、化合态氮素、挥发性脂肪酸(VFAs)、COD、电位和pH等指标的监测,发现藻体中大量的生物可降解碳素在厌氧消解后产生挥发性脂肪酸等一些可供反硝化菌直接利用的小分子物质,2×藻组VFAs含量可达2232.96μl/L,1×藻组可达1263.36μl/L,最高可达42.1%,为对照组(无添加蓝藻)的2.43倍,从而促进了硝态氮和亚硝态氮还原成N2和N₂O的过程,提高氮素的去除率.但底泥中沉降蓝藻需要一定的降解时间,前4天添加冷冻干蓝藻粉的处理组COD降解率较低,电位处于正值,体系中产生硝态氮,随后COD持续降低,添加2×藻组COD最大去除率为42.08%,1×藻组为32.93%,对照组仅为14.46%,表明藻细胞中的碳素已开始被利用.本研究表明沉降蓝藻细胞能够为底泥中的反硝化过程提供可利用碳源,并深入揭示了沉降蓝藻作为碳源促进底泥反硝化过程的机理和对底泥中C、N的影响,为在湖泊治理中降低氮素的内源污染提供了新的科学依据.  相似文献   

添加固体碳源对垂直流人工湿地污水处理效果的影响   总被引：2，自引：0，他引：2  

肖蕾  贺锋  梁雪  黄福青  徐栋  吴振斌 《湖泊科学》2012,24(6):843-848

以垂直流人工湿地小试系统为研究对象,探讨了不同位置(表层、上层、中层和下层)添加固体碳源对系统氮、磷及COD_Cr去除效果的影响.结果表明:湿地下层硝态氮去除率低于中层,最适宜碳源添加位置为垂直流人工湿地中、下层.添加碳源系统中,碳源添加位置为表层的系统COD_Cr去除率最高,各系统出水COD_Cr浓度均低于进水,不引起系统出水中COD_Cr浓度的增加.添加碳源显著提高脱氮除磷效果,碳源添加位置为下层的系统TN去除率最高,碳源添加位置为表层的系统氨氧化作用明显,出水铵态氮浓度最高,各系统对亚硝态氮和硝态氮去除率差异不明显,但对硝态氮都表现出良好的去除效果.碳源添加位置为下层的系统硝化作用最完全,TP去除能力也显著优于其他各系统.添加碳源至垂直流人工湿地下层可以达到同步脱氮除磷的效果.  相似文献   

Metagenomic Analysis of Bacterial Communities from a Nitrification–Denitrification Treatment of Landfill Leachates     

Ana Isabel Díaz  Paula Oulego  Adriana Laca  Jos Manuel Gonzlez  Mario Díaz 《洁净——土壤、空气、水》2019,47(11)

The efficiency of the biological removal of carbon and nitrogen from leachates is determined by the activity of microbial populations present in biological reactors. In this work, a complete characterization of bacterial communities revealed by personal genome machine sequencing (PGM) has been carried out from different points of a nitrification–denitrification process operated in an urban landfill. The leachate fed to the treatment is a mixture of young leachate, old leachate, and effluent from an anaerobic digestion process, in a volume ratio of 1:0.9:0.12, respectively. The anoxic and oxic reactors are followed by an ultrafiltration step. Samples are taken from different points of the process. Results reveal the microbial diversity of the samples, which include detection of minority populations that are difficult to explore by other methods. Bacteria belonging to Bacteroidetes and Proteobacteria are dominant in all the samples analyzed. Proteobacteria represents more than 50% of the total population in all cases. Samples taken after the biological treatment show a significant reduction in the relative abundance of Firmicutes, Tenericutes, and Lentisphaerae phyla in comparation with the initial leachate. The relative abundance of the classes is also studied and the most abundant in the samples are β‐Proteobacteria and Flavobacteria.  相似文献   

高效硝化与反硝化功能菌株的分离筛选及其性能研究   总被引：1，自引：0，他引：1  

郭少鹏  江兴龙  王泽旭  魏金生 《海洋与湖沼》2020,51(6):1520-1529

本研究利用选择培养基从鳗鲡精养殖池和循环水水处理系统中分离筛选出二株脱氮细菌,应用16S rRNA分子生物学鉴定,确定菌株的种属。菌株NB-1属于芽孢杆菌属（Bacillus）、菌株DB-1是恶臭假单胞菌（Pseudomonas putida）。对菌株硝化及反硝化作用性能的研究结果表明：菌株NB-1具有良好的亚硝化及硝化作用性能,在投菌量为0.025%时,氨氮降解率为69.5%,亚硝酸盐氮降解率为99.2%。菌株DB-1在厌氧条件下表现出良好的反硝化作用性能,最适投菌量为0.6%,最佳C/N为12,对硝酸盐氮的降解率为94.6%,对总氮的降解率为64.0%。因此本研究筛选出的二株脱氮细菌可以广泛应用于养殖水体水质调控,具有良好的市场应用前景。  相似文献   

自组装膜进样质谱系统及其在砂质沉积物异化硝酸盐还原研究中的应用     

谢成军  宋国栋  刘素美  唐继尧  张桂玲 《海洋学报》2020,42(2):22-29

沉积物中的异化硝酸盐还原过程对于海洋氮循环起着至关重要的作用。基于15N标记的培养技术是目前测定沉积物异化硝酸盐还原的主要手段。准确快速测定15N标记的产物(29N2、 30N2)是量化异化硝酸盐还原各个过程速率的关键。本研究自行组装膜进样质谱系统用于29N2和30N2的测定,对其测量条件进行了优化。结果表明,进样蠕动泵进样流速0.80 mL/min,进样时间3~3.5 min,恒温槽温度20~25℃,同时铜还原炉温度在300~600℃的条件下,^29N2/^28N2和^30N2/^28N2的测试精密度分别可以控制在0.1%和1%以内,比较适合29N2和30N2的测定。利用自组装的膜进样质谱系统结合15N标记的培养技术研究了青岛石老人沙滩沉积物中的异化硝酸盐还原过程。石老人沙滩沉积物不存在将硝酸盐完全还原为氮气好氧的反硝化。厌氧铵氧化、厌氧反硝化和异化硝酸盐还原为铵(Dissimilatory Nitrate Reduction to Ammonium,DNRA)的潜在速率(以湿沉积物N计)分别为(0.05±0.01) nmol/(cm^3·h),(2.32±0.21) nmol/(cm^3·h)和(1.02±0.15) nmol/(cm^3·h)。厌氧反硝化是硝酸盐异化还原主要的贡献者,其比例接近70%,其次是DNRA,比例可达30%,而厌氧铵氧化的贡献最低,仅为1%。在N2产生过程中,主要贡献者是反硝化,厌氧铵氧化的贡献仅为2%。  相似文献   

Eulerian-Lagrangian formulation of the equations for groundwater denitrification using bacterial activity     

S. Sorek  C. Braester 《Advances in water resources》1988,11(4)

A mathematical model for groundwater denitrification using bacterial activity is presented. The model includes the momentum and mass balance equations for water and nitrogen, substrate and bacteria, and chemical reactions between them. The resulting multiphase, multicomponent, flow and transport governing equations, are coupled and nonlinear. A Eulerian-Lagrangian formulation of the equations is developed. The water and gas flow and transport equations are split into forward advection along characteristics, and a residual at a fixed frame of reference. Discontinuities, sharp fronts and steep gradients of the dependent variables are imposed on the advection mode and solved exactly. It is believed that this novel method will avoid numerical artifacts for the solution of the multiphase flow equations (e.g., upstream permeability) and numerical dispersion for the transport equation.  相似文献