一株苯胺降解菌的分离鉴定及其降解特性

为研究苯胺污染的生物控制,通过驯化培养,从南京化工厂污水处理厂的活性污泥中分离出一株高效苯胺降解菌——菌株AN4.生理生化试验鉴定菌株AN4为金黄杆菌属(Chryseobacterium sp.).菌株AN4利用苯胺生长和降解苯胺的最适温度为30 ℃、pH为7.0,它可在苯胺质量浓度低于3 000 mg/L的无机盐固体培养基上生长.菌株AN4除可降解苯胺外,还可以苯酚、苯甲酸、硝基苯、甲苯、萘、氯苯、二甲苯作为唯一碳源生长,蛋白胨可加速其对苯胺的代谢.代谢机制研究证实,菌株AN4在邻苯二酚1,2-双加氧酶作用下经邻位裂解途径降解苯胺.     

1株对叔丁基邻苯二酚降解菌的筛选鉴定及响应面法优化其降解

从某化工厂污水处理车间活性污泥中分离、筛选到1株能以对叔丁基邻苯二酚(p-tert-Butylcatechol,TBC)为唯一碳源和能源生长的菌株YH1.经形态特征、生理生化、BIOLOG细菌自动鉴定系统和16S r DNA序列分析,鉴定菌株YH1为皱纹假单胞菌(Pseudomonas corrugate).在温度为24~36℃,p H为7.0~10.0的条件下,菌株YH1可使浓度低于500 mg·L-1的TBC降解率达到82%以上.运用单因素实验初步确定TBC降解的最适外加碳源和氮源分别为蔗糖和胰蛋白胨,最适温度为30℃,最适初始p H为7.0,最适接种量为2%.为了提高降解率,首先利用Plackett-Burman实验设计评估并筛选出影响TBC降解的3个关键因素:蔗糖、胰蛋白胨、初始p H.用最陡爬坡实验逼近以上3个因子的最大响应区域,采用Box-Behnken实验设计及响应面法分析,确定其最优降解条件为蔗糖浓度3%(ρ)、胰蛋白胨浓度1.44%(ρ)、TBC浓度400 mg·L-1、初始p H值8.12、接种量2.97%(φ)、温度30℃、培养时间96 h,在此条件下TBC降解率可达98.21%.TBC降解酶活性及酶定域实验表明,菌株YH1相关降解酶为胞内酶,且TBC可诱导邻苯二酚1,2双加氧酶(C12O)的合成.通过降解酶特异性引物从菌株YH1扩增得到C12O基因片段,经质粒检测和消除实验发现菌株YH1相关降解基因位于质粒上.此外,菌株YH1能耐受高浓度Na Cl和多种重金属离子,对多种抗生素具有抗性.研究结果为有效处理复杂工业废水提供了理论基础.     

1株1,2-二氯乙烷降解菌的分离及降解特性研究

从浙江某化工厂污水处理池的活性污泥中筛选分离到1株能以1,2-二氯乙烷(1,2-dichloroethane,1,2-DCA)为唯一碳源和能源生长的菌株T-2,根据菌株的形态特征、生理生化特性及16S rRNA基因序列分析,该菌株被鉴定为Starkeya sp.研究表明,Starkeya sp.T-2生长和降解1,2-DCA较适宜的温度为30℃,较适宜的pH为7.0～8.0;菌株降解1,2-DCA的过程遵循Haldane动力学模型,其最大比生长速率μmax为0.065 h-1,最大比降解速率vmax为0.54 h-1;菌株降解1,2-DCA的耐受浓度为500 mg.L-1,细胞产率系数(以1,2-DCA计)为0.191 mg.mg-1,菌株T-2利用1,2-DCA生长的过程中能同时把1,2-DCA最终矿化为CO2和H2O,矿化率为45%.     

饱和砂质土壤中不同流速条件下1, 2-二氯乙烷的运移及模拟

采用室内土柱试验方法,研究了孔隙水流速对1,2-二氯乙烷(1,2-DCA)在饱和砂质土壤中运移行为的影响.借助CXTFIT模型,通过示踪剂(KBr)穿透试验,获取了土柱内部条件参数,包括弥散系数D和孔隙水流速v,以及可动水和不可动水的分配比例.应用示踪剂试验获取的参数,分别使用平衡模型和非平衡两点模型对1,2-DCA在不同孔隙水流速下的穿透曲线进行了拟合.结果表明,平衡模型不能很好地模拟本文试验条件下1,2-DCA的运移,而非平衡两点模型拟合精度较高.试验条件下,流速对1,2-DCA运移影响显著.孔隙水流速较高时穿透时间较短,穿透曲线峰值更高.土壤对1,2-DCA的吸附作用是影响穿透特征的主要因素,高流速条件下,吸附作用的影响较小.     

浑河中游1,2-DCA在地下水中运移规律的模拟分析

为研究有机组分在地下水中的运移规律及影响因素,并预测水质的破坏程度,利用数值模拟方法建立浑河中游区域特征有机污染组分1,2-DCA(1,2-二氯乙烷)的溶质运移模型,分析1,2-DCA在浑河中游地下水中的运移规律,并预测了其对地下水水质的影响. 细河与浑河中1,2-DCA的补给浓度(以ρ计)分别为4.50和6.40μg/L,预测期为10a,在运移模型中考虑弥散、吸附、降解作用的影响. 模拟结果显示,预测期内1,2-DCA在细河污染区的最大影响面积为1.80km2,峰值浓度(以ρ计)为3.50μg/L,污染物向北西方向运移;在浑河污染区的最大影响面积为3.78km2,峰值浓度为5.00μg/L,污染物向西南方向运移,表明污染物对地下水水质影响程度较低. 预测初期的200d内,吸附及生物降解的共同作用使细河、浑河污染晕中心的ρ(1,2-DCA)分别下降了0.12、0.10μg/L;随后,对流-弥散作用成为溶质运移的主要驱动力,并且使1,2-DCA的污染程度持续增强;黏土对1,2-DCA的运移具有阻滞作用,1,2-DCA在细河污染晕的扩散幅度略低于浑河.      

Degradation of gaseous 1,2-dichloroethane using a hybrid cuprous oxide catalyst

A hybrid catalyst (CZ50) of cuprous oxide and zeolite was prepared and used in a catalytic system in which gaseous 1,2-dichloroethane (1,2-DCE) was degraded. The effects of relative humidity (15 and 65%) and wavelength of irradiation (ultraviolet, blue, green and red light) on the degradation of 1,2-DCE were studied. The experimental results reveal that the hybrid catalyst degraded the hazardous material under visible light. A comparison of the results obtained under ultraviolet and red irradiation at a relative humidity of 15% revealed almost equal degradation efficiencies of 83.8 and 82.2%, respectively. In the system with hybrid catalysts, a lower relative humidity favored 1,2-DCE degradation, indicating that relative humidity critically affects the degradation of hazardous materials. The most important result was that the intermediates of the degradation of 1,2-DCE included ethane, carbon dioxide, and formic acid yielded, which are mostly harmless and non-toxic materials. The experimental results indicated that the method could effectively be used to degrade hazardous materials to provide a healthy and safe environment for workers.     

苯或甲苯对粒状铁还原三氯乙烯及其中间产物顺式二氯乙烯的影响

地下水中挥发性氯代烃和石油烃类(主要为苯、甲苯、乙苯和二甲苯,总称为BTEX)混合污染羽可用铁渗透反应格栅(Fe0-PRB)联合厌氧生物降解技术修复;在设计上游Fe0-PRB时,需考虑BTEX存在下是否需增加其厚度.采用柱实验方法研究了苯和甲苯在粒状铁反应系统中吸附平衡后,对粒状铁去除三氯乙烯(TCE)长期运行的影响.结果表明,苯或甲苯(浓度各1～2mg·L-1左右)存在时,TCE(2mg·L-1左右)的去除仍符合准一级反应动力学;苯和甲苯的存在分别使TCE的去除速率平均降低约15.1%和18.5%,而使cis-1,2-DCE的去除速率各提高约4.5%和42.8%.在Fe0-PRB的长期运行中,矿物沉淀的积累仍是影响TCE还原脱氯的主要因素,苯或甲苯对TCE还原脱氯的抑制仅表现在运行初期;无论有无苯和甲苯,TCE的氯代中间产物种类皆相同,其中以顺式二氯乙烯(cis-1,2-DCE)为主,并且各柱中cis-1,2-DCE均首先穿透,出水浓度为2～75μg·L-1,需以cis-1,2-DCE的水力停留时间来确定Fe0-PRB的厚度,因此在设计上游Fe0-PRB时,若仅考虑TCE的修复目标,不考虑cis-1,2-DCE对下游BTEX生物降解的影响,则不需增加Fe0-PRB厚度.     

Aerobic biodegradation of vinyl chloride and cis-1,2-dichloroethylene in aquifer sediments

Laboratory batch experiments have been performed with sediment and groundwater obtained from two sites in Denmark to study the aerobic biodegradation of vinyl chloride (VC) and cis-1,2-dichloroethylene (c-1,2-DCE) to assess the natural aerobic biodegradation potential at two sites. The experiments revealed that VC was degraded to below the detection limit within 204 and 57 days at the two sites. c-1,2-DCE was also degraded in the experiments but not completely. At the two sites 50% and 35% was removed by the end of the experimental period of 204 and 274 days. The removal of c-1,2-DCE seems to occur concomitantly with VC indicating that the biodegradation of c-1,2-DCE may depend on the biodegradation of VC. However, in both cases natural groundwater was mixed with sediment and consequently there may be other compounds (e.g. ammonium, natural organic compound etc.) that serves as primary substrates for the co-metabolic biodegradation of c-1,2-DCE. At one of the sites methane was supplied to try to enhance the biodegradation of VC and c-1,2-DCE. That was successful since the time for complete biodegradation of VC decreased from 204 days in the absence of methane to 84 days in the presence of methane. For c-1,2-DCE the amount that was biodegraded after 204 days increased from 50% to 90% as a result of the addition of methane. It seems like a potential for natural biodegradation exists at least for VC at these two sites and also to some degree for c-1,2-DCE.     

青枯雷尔氏菌GMll000菌株龙胆酸1，2-双加氧酶活性中心关键氨基酸残基的鉴定

生物信息学分析表明,位于青枯雷尔氏菌GMI1000菌株的染色体上的读码框RSc1087可能编码一个龙胆酸1,2-双加氧酶.本研究克隆、表达了该基因,并通过亲和层析对该基因表达产物进行了纯化.酶学测试结果证实,该基因编码的正是龙胆酸1,2-双加氧酶.SDS-PAGE结果表明,该酶亚基分子量约为38×103.基因的定点突变揭示105位、107位和146位组氨酸残基是该酶活性中心的关键氨基酸残基.     

吹扫捕集-气相色谱-质谱联用法测定地表水中1,2-二氯苯和1,4-二氯苯研究

通过吹扫捕集富集地表水中1,2-二氯苯和1,4-二氯苯,解吸后用气相色谱-质谱联用法同时测定,内标法定量,加入硫酸钠提高方法的灵敏度,优化并验证检测方法.1,2-二氯苯和1,4-二氯苯在一定浓度范围内线性关系良好,方法检出限为0.01 μg/L,加标回收率和测定结果的相对标准偏差较好,符合分析测试质量控制要求.具有操作简单、样品用量少、组分损失低、回收率高等优点,不对环境造成二次污染.