基于硫酸盐还原菌作用的油菜秆固定床处理模拟含Cr（Ⅵ）废水

探讨了固定床除Cr工艺以油菜秆为微生物生长的缓释碳源,含SRB的混合微生物和油菜秆对Cr（Ⅵ）的还原和固定的共同作用。动态实验分2阶段开展：初始2周的驯化阶段和梯度增加Cr（Ⅵ）浓度的除Cr实验阶段。除Cr实验中,间歇对固定床出水pH、氧化还原电位、SO42-及硫化物浓度、DOC、Cr（Ⅵ）浓度进行测试,实验结束后对固定床中固体产物进行SEM、EDS和XPS等分析。结果表明,油菜秆固定床处理模拟含Cr（Ⅵ）废水效果明显。当进水Cr（Ⅵ）浓度ρ[Cr（Ⅵ）]〈19.52 mg/L时,出水Cr（Ⅵ）和Cr（Ⅲ）浓度均低于排放标准（0.05 mg/L）;Cr（Ⅵ）被还原为Cr（Ⅲ）,Cr（Ⅲ）以氢氧化物的形式沉淀附着于油菜秆和其它固体物质之上。分析认为,油菜秆在固定床处理模拟含Cr（Ⅵ）废水中所起的作用主要包括3方面（作为微生物生长的缓释碳源;吸附Cr（Ⅵ）,降低其对微生物的毒性;作为Cr（Ⅲ）矿化产物的沉淀附着界面）;Cr（Ⅵ）主要通过SRB的直接作用及H2S的作用被还原为Cr（Ⅲ）;以油菜秆为碳源的固定床处理Cr（Ⅵ）的浓度上限介于15.05～19.52mg/L之间。     

不动杆菌属菌株WX-19还原Cr（Ⅵ）与降解苯酚特性

从制革废水中筛选到1株既能还原Cr（Ⅵ）又能降解苯酚的不动杆菌属（Acinetobacter）菌株WX-19。菌株降解苯酚和还原Cr（Ⅵ）的最适温度为30℃,最适pH为7.0～8.0。0.2～0.5 mol/L NO3-、SO42-和Cl-能够促进WX-19的生长及其对Cr（Ⅵ）的还原。利用PCR、克隆和基因测序的方法从WX-19中检测到苯酚羟化酶基因（GenBank No.JF730215）,与Pseudomonas sp.DHS3Y的苯酚羟化酶基因的同源性为88.5%。在含5 mg/LCr（Ⅵ）的基础盐培养基中,菌株WX-19可以利用苯酚为唯一碳源生长,并还原Cr（Ⅵ）;在含有葡萄糖的基础盐培养基中,添加苯酚有利于菌株WX-19的生长和Cr（Ⅵ）还原。     

化学还原-稳定化联合修复铬污染场地土壤的效果研究

六价铬是国际公认的47种最危险废物之一,研究铬污染土壤的修复效果对污染场地风险管控具有重要的现实意义。本文以济南市某典型铬污染场地土壤作为研究对象,提出了"化学还原+固化稳定"的修复治理思路,针对修复剂类型、投加比、反应时间、还原效率、修复成本和环境效应等因素,确定了该修复工艺的最佳条件,并对污染土壤的修复效果进行评价。结果表明土壤中Cr(Ⅵ)的最佳修复条件为:以氯化亚铁作为化学还原剂,其投加比为5倍的理论投料比,还原时间为2天;以钙镁磷肥作为稳定剂,其投加比为10%(换算成钙镁磷肥与总铬的质量比为72∶1)。采用以上条件修复铬污染土壤,总铬的生物可利用系数由0.4398降低至0.0017,修复后的土壤Cr(Ⅵ)含量介于0.315～0.501mg/kg,Cr(Ⅵ)被还原率大于99.5%。该结果可为土壤修复和决策提供依据。     

青海省海北化工厂Cr~(6+)污染调查评价与治理

海北化工厂已停产15年之久,但Cr6+污染依旧十分严重.调查得知,海北化工厂原生产废液排放及堆存废渣经降水淋滤作用下渗,是造成该区包气带和地下水Cr6+污染的主要原因.采用地下水质量法和污染指数法评价分析该区地下水Cr6+污染范围和污染影响程度.评价结果显示:Cr6+重度污染区面积0.75 km2,厂区包气带Cr6+平均含量67.67×10-6,平均超标指数1691.75,地下水中Cr6+浓度超过Ⅴ类水标准.在分析厂区周边水文地质条件的基础上,提出清除场地废渣废料并置换被污染的包气带、采用抽水法治理被污染的地下水的综合方案.     

阿特拉津低温降解菌的筛选及降解机理研究

以阿特拉津为唯一氮源, 在低温条件下(10℃),从吉林市污水处理厂的活性污泥中分离、筛选出1株能够高效降解地下水中阿特拉津的菌株W4.通过16S rDNA碱基测序和比对,初步确定该菌为假单胞菌属;通过室内降解条件优化,确定W4的最佳降解条件:初始pH范围为7～9,最佳碳源为蔗糖和乳糖,最佳碳源加入量为0.4 g/L.在最佳降解条件下,W4对初始质量浓度为34 mg/L、22 mg/L和10 mg/L的阿特拉津的生物降解反应符合零级反应动力学方程,对初始质量浓度为5 mg/L的阿特拉津的生物降解反应符合一级反应动力学方程.GC/MS分析结果显示,菌株W4降解阿特拉津遵循氯水解途径,代谢产物为2-羟基-4-乙胺基-6-异丙胺基-1,3,5-三嗪.     

一株硝基苯降解菌nbzA 核心序列分析及其降解特性

从长期受硝基苯严重污染场地中筛选出一株以硝基苯为唯一碳源和氮源的降解菌,命名为ZG。对ZG 进行了16S rDNA 和nbzA 基因克隆与序列分析,并研究了该菌的降解特性。结果表明,ZG 菌为革兰氏阴性细菌,初步鉴定该菌株为pseudomonas putida。ZG 菌含有nbzA 基因,并且该基因在质粒上,说明该菌降解硝基苯是通过半还原途径。ZG 菌对硝基苯浓度、培养温度、pH 值等外界环境因素具有一定的适用范围,但随着硝基苯浓度升高,硝基苯的降解速率和降解率表现出下降的趋势。在最佳降解条件下,即硝基苯浓度300 mg /L、温度20℃、pH 为7,ZG 菌对硝基苯的降解率达到99. 98%。 ZG 菌可适用于不同的硝基苯污染场地。     

Cr(Ⅵ)抗性菌株的筛选及其Cr(Ⅵ)去除特性研究

采用微生物分离纯化方法,从制革厂含铬污泥中筛选分离Cr (Ⅵ)抗性菌株,并研究菌株对Cr(Ⅵ)的去除能力.共分离得到对50 mg/L Cr(Ⅵ)去除率大于50%的菌株20株,16S rRNA基因测序结果表明这些细菌主要属于Acinetobacter、 Microbacterium、Leucobacter、Ochrobactrum和Brachymonas属.对其中7株细菌,考察了菌株生长期、pH值和Cr(Ⅵ)浓度对菌株去除Cr(Ⅵ)效果的影响,结果表明,细胞在有较高代谢活性的条件下具较高的Cr(Ⅵ)去除能力;pH值对菌株去除Cr(Ⅵ)的能力具有显著影响,在50 mg/L Cr(Ⅵ)、pH值为7～8的条件下,Microbacterium属16号和21号菌株在36 h时对Cr (Ⅵ)的去除率达80%～95%;高浓度的Cr(Ⅵ)抑制菌株对Cr(Ⅵ)的去除能力,其中21号菌株在110 mg/L的Cr(Ⅵ)浓度下去除效果最佳,Cr(Ⅵ)去除率达80%.     

海南红树林湿地可培养硫酸盐还原菌的垂直分布特征研究

利用厌氧微生物分离技术,对深度为1.2 m 的海南红树林湿地沉积物钻孔样品进行了分离培养,共获得11 株 厌氧sulfate-reducing bacteria（SRB） 菌株。经显微观察和16S rDNA序列分析,可归纳为6个属,其中已经报道有芽孢杆菌 属（Bacillus）、弧菌属（Vibrio） 和梭状芽胞杆菌属（Clostridium）,另外3个属分别为伯克霍尔德菌属（Burkholderia）、希瓦氏菌属（Shewanella） 和海杆菌属（Marinobacterium）。不同属的细菌对硫酸盐还原的速率最低为14.71%,最高可达 56.78%,并且以上6属11株菌都能将+6价的硫还原生成-2价硫,并与培养基中的Fe2+结合生成黑色FeS沉淀,而这些无定 形FeS沉淀是生成黄铁矿的前体。红树林湿地SRB种群数量随沉积物深度的增加而降低,结合沉积物的地球化学分析测试 结果表明,表层（0 cm） 水界面的沉积物由于处于氧化-还原界面,氧气的周期性输入在一定程度上抑制了SRB的生长;随着 深度增加（10~40 cm）,充足的有机质、偏中性的pH值以及厌氧环境的增强,使得SRB种类和数量明显增加;而60 cm以下 沉积物中因TOC含量降低,减少了微生物可利用的碳源,pH值明显降低,Na+和Ca2+离子浓度明显增加,这些因素都抑制了 SRB的生长,使得深部沉积物中SRB的种类和数量显著减少。     

碳氮源对P.Fluorescens吸附和还原U(Ⅵ)的影响研究

为探讨不同碳氮源对培养基中铀酰离子的络合形态及荧光假单胞菌对铀吸附和还原作用的影响,本文以查氏培养基为基础,将蔗糖替换为葡萄糖或将硝酸钠替代为氯化铵,采用Visual MINTEQ分析研究铀酰离子络合形态。研究结果表明,碳氮源的种类对微生物生长无影响。U(Ⅵ)浓度为10 mg/L时,3种培养基中铀酰离子的主要络合形态均为UO2PO-4。U(Ⅵ)浓度为50~200 mg/L,查氏和葡萄糖碳源培养基中铀酰离子主要络合形态均为UO2(SO4)2-2。氯化铵氮源培养基中,U(Ⅵ)浓度为50 mg/L时铀酰离子的主要络合形态为UO2HPO4(aq),浓度为100~200 mg/L时主要是UO2Cl2(aq)。荧光假单胞菌对U(Ⅵ)耐受浓度高达100 mg/L,当U(Ⅵ)浓度达到200 mg/L时,菌体失活。荧光假单胞菌为活体时,对U(Ⅵ)的吸附率为84.02%~92.59%,还原率为3.32%~10.94%,不同碳氮源对铀吸附和还原的影响较小。荧光假单胞菌为死体时,对铀的吸附率为24.33%~39.05%;非葡萄糖碳源培养基中,对铀的还原率为37.50%~44.58%,含还原性葡萄糖的培养基条件下U(Ⅵ)的还原率为53.12%。还原性葡萄糖与荧光假单胞菌对铀的还原为协同作用。荧光假单胞菌为活体时,培养基成分被微生物充分利用,两者协同作用不明显。     

硫酸盐还原菌分离及其脱硫性能的研究

采用单因素及静态实验方法,研究从污水厂活性污泥中富集分离的硫酸盐还原菌(sulfate-reducing bacteria,SRB)在不同初始pH值条件下对SRB脱硫率的影响。试验结果显示,该SRB菌种生长在偏弱酸-中性环境中。当pH=6~7时,最适宜SRB生长,脱硫率达到最高;当pH=3~4时SRB难以生长,脱硫率接近于零。菌液中的金属铀的存在会抑制SRB菌的生长,铀浓度越高,抑制作用越严重。     

乳化植物油强化土著微生物修复中高浓度Cr(Ⅵ)污染地下水

以天然细砂为微生物来源,模拟研究了乳化植物油强化原位生物修复中高浓度Cr（Ⅵ）污染地下水的可行性,考察了修复效果及修复过程中地下水质变化及产物的稳定性。结果表明,反应77 d后,Cr（Ⅵ）质量浓度分别从20.0、30.0、50.0、80.0、110.0 mg/L降低到0.0、5.8、19.0、43.6、65.8 mg/L,去除率分别为100.0%、80.7%、61.9%、45.5%、40.2%。反应后介质中Cr形态分析表明,其主要以能在自然条件下稳定存在的铁锰结合态和有机结合态形式存在。此外,随反应进行,实验体系逐渐呈弱酸性环境,pH为5.80~6.70。当Cr被完全还原后,体系会发生异化铁还原,Fe（Ⅱ）质量浓度逐渐升高,最高可达117.0 mg/L,最终形成二价铁矿物。综上所述,天然细砂介质中的土著微生物能够利用乳化植物油强化并还原地下水中的中、高浓度Cr（Ⅵ）,且产物能够在自然状态下稳定存在,修复过程对地下环境的影响较小。     

污染场地六价铬迁移转化机制与数值模拟研究

随着全球工业化迅猛发展,土壤和地下水六价铬污染日益严重。基于某铁合金厂铬渣场地现场调查与采样分析,开展铬渣场地土样吸附、渗透和弥散试验,研究六价铬在粉质黏土土样中的吸附特性和迁移规律,建立考虑对流-弥散-吸附的六价铬迁移三维动力学模型,结合数值软件获取污染源位于场地上、下游时地下水中六价铬迁移分布特征,并揭示弥散度?和分配系数 对六价铬时空分布的影响。试验结果表明,粉质黏土对六价铬吸附符合Langmuir等温吸附模型,最大吸附量为466.6 mg/kg;蒸馏水和160 mg/L 六价铬溶液入渗下粉质黏土渗透系数约为6.5×10–7～6.7×10–7 cm/s,1 000 mg/L六价铬溶液的渗透系数增大至4.4×10–6 cm/s;粉质黏土水动力弥散系数D为1.4×10–4 m2/d,计算得到阻滞因子 为4.2～10。数值模拟结果表明,场地下游受到六价铬污染时,即使不考虑分子扩散作用,上游仍有被污染的风险,污染程度取决于含水层的弥散度;考虑含水层对六价铬吸附时,土体分配系数越大,六价铬污染羽分布范围越小,在预测地下水中六价铬浓度分布时应重点考虑六价铬吸附等转化过程。     

A study on soil physico-chemical, microbial and metal content in Sukinda chromite mine of Odisha, India

Soil samples from chromite mining site and its adjacent overburden dumps and fallow land of Sukinda, Odisha, were analysed for their physico-chemical, microbial and metal contents. Chromite mine soils were heterogenous mixture of clay, mud, minerals and rocks. The pH of the soils ranges between 5.87 and 7.36. The nutrient contents of the mine soils (N, P, K and organic C) were found to be extremely low. Analysis of chromite mine soils revealed accumulation of a number of metals in high concentrations (Fe > Cr > Mn > Ni > Zn > Pb > Sr) which exceeded ecotoxicological limits in soil. Correlation and cluster analysis of metals revealed a strong relation between Cr, Ni, Fe, Mn among the different attributes studied. Assessment of different microbial groups such as fungi, actinomycetes and bacteria (heterotrophic, spore forming, free-living nitrogen fixing, phosphate solubilising and cellulose degrading) from mine soils were found to be either extremely low or absent in some soil samples. Further chromium tolerant bacteria (CTB) were isolated using 100 mg/L Cr(VI) enriched nutrient agar medium and were screened for their tolerance towards increasing concentrations of hexavalent chromium and other toxic metals. Out of 23 CTB isolates, three bacteria tolerated up to 900 mg/L, 6 up to 500 mg/L, 20 up to 200 mg/L of Cr(VI). These bacteria were also found to be sensitive towards Cu > Co > Cd and very few CTB strains could show multiple metal tolerance. These strains have great scope for their application in bioremediation of toxic chromium ions in presence of other metals ions, which needs to be explored for their biotechnological applications.     

http://www.sciencedirect.com/science/article/pii/S1674987111001149

An integrated approach was performed on the soil,plant-crops and groundwater system at the Thiva basin,to evaluate the extent and intensity of the heavy metal contamination,the percentage of metals tra...     

Sulphate reducing bacteria to precipitate mercury after electrokinetic soil remediation

Combined treatment with electroremediation and sulphate reducing bacteria (SRB) was tested in laboratory and pilot scale. The contaminated soil came from a chlor-alkali factory and contained about 100 mg/kg Hg. Iodide/iodine complexing agent was used to mobilize mercury. Mercury iodide complexes were moved to the anode solution using an electric field. The anode solution was then mixed with hydrogen sulphide (H₂S) containing water, causing precipitation of mercury sulphide. The H²S was produced at site by a SRB reactor. Precipitation problems arising from the nature of the anode solution were expected, since this solution is highly acidic, very oxidised and may contain iodide/iodine that strongly complexes mercury and can hinder mercury sulphide precipitation. Mercury concentrations in the anode solution were up to 65.7 mg/L (field) and 15.4 mg/L (lab. scale). Reduction of mercury in the water was >93% at all times. Iodide did not hinder the process: Nonetheless, in the lab system, iodide concentration was high in the anode solution but mercury reduction was> 99.9%. The redox potential was sufficiently low for HgS precipitation during the experiments, except for a short period, when the mercury removal decreased to 94%. Sulphate reducing bacteria are shown as a viable tool for the treatment of mercury contaminated, acidic, oxidative, iodide containing water, such as that produced by electrokinetic remediation. A second SRB step or other water treatment is required to reduce the mercury concentration to environmentally acceptable levels. Redox potential is the most sensitive factor in the system.     

假单胞菌DN2对多氯联苯的降解及bphA1核心序列测定

从长期受PCBs污染的土壤中经富集培养,筛选分离到1株能以联苯为唯一碳源和能源生长的革兰氏阴性细菌DN2。16SrDNA序列分析初步鉴定为Pseudomonas sp,利用变压器油测定了该菌对各不同氯取代同系物的降解率。结果表明,DN2可以高效降解多氯联苯,其对10 mg/L的Aroclor 1242总量降解可达67%左右。进一步对该菌的bphA1基因核心序列克隆和测序分析表明,与Pseudomonas sp kks102菌株的同源性最高为92%,核苷酸序列转换成氨基酸序列（202AA）后,经ClauxW2比对发现11个保守位点,具有Glu-X3-4-Asp-X2-His-X4-5-His结构域存在。     

A crystal-chemical investigation of Cr substitution in muscovite by XANES spectroscopy

 This work introduces a novel procedure to fit the scattering features of XANES spectra. The procedure was applied and validated on a chromium-containing muscovite for which structural and crystal-chemical characterization is available from literature. The simulation, which involved clusters formed by up to 90 atoms, proved to be effective in representing the Cr local environment, even if the system is characterized by a very low metal content, as demonstrated by the extremely good correspondence with experimental data. Received: 23 May 2002 / Accepted: 6 November 2002     

Bioremediation of acid mine drainage using decomposable plant material in a constant flow bioreactor

Under stagnant conditions, the ability of 15 earth materials (non-lime) including various inorganic 2:1 and 1:1 layer silicates, an amorphous oxide, and two 'whole' soils were tested for their pH-buffering efficiency in an acid mine drainage (AMD) water. The purpose was to decrease AMD acidity to a level where sulfate-reducing bacteria (SRB) placed in it may be activated. Of all materials, a whole soil (a high cation-exchange capacity clayey mollisol containing 40% clay, and 4% soil organic matter) caused the greatest pH increases from 2.5 up to 5.5 units after 10 days in the AMD water. Influent AMD was then ameliorated at various speeds through an SRB driven bioreactor using a 50/50 weight over weight (w/w) combination of the mollisol and ryegrass (MR) as the pH buffer substrate. This substrate combination decreased the SRB acclimatisation period (from 50 days in a previous experiment utilising sludge + ryegrass) to <10 days in the present experiment. After causing pH increases from 2.8 to >6 units in 5 days, the buffer reduced the hydraulic retention time (HRT) of the constant-flow reactor from 12 days at flow speeds of 100 ml/day to 2 days at 25 ml/day, respectively. After 10 days, soluble Fe, Al and sulfate were all decreased >1,800-, >40- and 3-fold, respectively. This was a more efficient performance than the no-flow bioreactor of a previous experiment using sludge + ryegrass. This method of AMD rehabilitation is an alternative for localities that lack cheap sources of calcium compounds for chemical treatment, but have a similar soil type and copious quantities of fresh decomposable plant wastes.