不同培养基对湖泊氨氧化细菌MPN计数的影响

本文研究了培养时间、培养基类型、硫酸铵浓度对湖泊沉积物与水中氨氧化细菌(AOB)MPN计数的影响。结果表明,MPN值随培养时间的延长而增大,且趋于稳定。对不同样品而言,培养40d后,MSF培养基均给出稳定的MPN值。在3种不同类型的培养基(XZ-AOB、MSF、SW)中,MSF产生的MPN值最大。此外,培养基中的硫酸铵浓度对MPN计数亦有重要影响,与沉积物AOB相比,湖水AOB对硫酸铵浓度更为敏感。

猪场废水短程硝化反硝化-厌氧氨氧化脱氮研究

畜禽废水是农村水环境污染的主要来源之一，其处理的难点在于脱氮。传统生物脱氮法具有能耗高、需大量外加碳源等缺点，开发低成本、高效率的新型生物脱氮技术具有重要意义。 本研究将短程硝化反硝化和厌氧氨氧化两种脱氮新技术结合，让前者为后者创造去除可降解COD、降低总氮负荷、调整pH、调整氨氮和亚硝酸盐氮浓度比例等进水条件，而后者可在无需外加碳源的条件下进一步脱氮，二者结合可成为高氨氮、低C/N废水脱氮的新途径。 试验以低碳氮比猪场废水为研究对象，首先进行了短程硝化反硝化预处理研究，同时启动并运行调控厌氧氨氧化反应器，最后以经过短程硝化反硝化预处理的猪场废水为进水，进行厌氧氨氧化脱氮考察。实验表明：（1）短程硝化反硝化作为厌氧氨氧化的预处理工序是可行的。猪场废水通过短程硝化反硝化，可以达到基本去除可生化COD、部分脱氮、控制出水氨氮和亚硝酸盐氮浓度之比在1︰1左右、pH在7.5～8.0的目的， COD和总氮平均去除率分别为64.3%、49.1%,出水可达到厌氧氨氧化反应的进水要求。（2）采用模拟废水启动厌氧氨氧化反应器，经过5个月左右的运行调控，反应器启动成功并稳定运行，最高总氮去除率为87.1%，总氮容积去除率最高达到0.14kg/m3.d；整个稳定阶段，氨氮、亚硝酸盐氮、硝酸盐氮的变化量之比为1︰1.21︰0.33。（3）经过短程硝化反硝化预处理的猪场废水厌氧氨氧化脱氮效果稳定，氨氮、亚硝酸盐氮、总氮、COD的平均去除率分别为93.0%、99.4%、84.6%、18.1%，处理效果与模拟废水处理系统相比无明显变化。（4）经过短程硝化反硝化预处理后，猪场废水中残留有机物成分在厌氧氨氧化反应过程中无显著变化，主要为酯类和烷烃类物质；残留有机物对厌氧氨氧化效果无明显影响。（5）采用PCR技术进行特殊功能菌种检测，结果表明模拟废水处理系统和猪场废水处理系统的菌群中均含有厌氧氨氧化菌和好氧硝化菌；通过blast比对，厌氧氨氧化菌扩增序列与未培养的Planctomycetales菌和Candidatus Brocadia fulgida菌16S rRNA部分序列相似性分别为95％、90%。（6）MPN法菌种计数结果显示，模拟废水处理系统和猪场废水处理系统的菌群中均含有硝化细菌、亚硝化细菌和少量反硝化菌，实验条件下的微生物系统是一个厌氧氨氧化菌与好氧硝化菌、反硝化菌共存的系统。 Poultry wastewater is one of the main source of water pollution in rural areas，and nitrogen removal is the most difficult part in treating poultry wastewater. There are some disadvantages in traditional nitrogen removal, such as high energy consumption and more additional organic carbon. It is important to develop ecolomical and efficient technologyies. Shortcut nitricfication/denitrification, as a pretreatment process, was combined with Anammox in this research, so that part of total nitrogen and most degradable COD could be removed by the former, and further nitrogen removal could be implemented by the latter. The combination of the two technologies was a new approach to treat wastewater with high ammonium and low C/N. Piggery wastewater with low C/N was treated in lab-scale experiment. Firstly, shortcut nitrification/denitrification was investigated, and Anammox reactor was started up successfully at the same time. Then piggery wastewater after pretreatment was treated by Anammox. The results showed :(1) It was feasible to take nitrification/denitrification as the pretreatment process of Anammox. By using this process, part of total nitrogen and COD were removed, the ratio of ammonium and nitrite reached around 1︰1 and the pH was about 7.8, which were favorable for Anammox. The average removal percentage of COD and total nitrogen were about 64.3% and 49.1%, respectively. (2) Simulated wastewater was used to start up Anammox reactor. The reactor was started up successfully within 5 months and stable performance was achieved. The highest nitrogen removal reached 87.1% and the biggest volumetric total nitrogen removal rate reached 0.14kg/m3.d. The average ratio of ammonium, nitrite and nitrate was 1:1.21:0.33. (3)Taking the effluent of shortcut nitrification/denitrification as the influent, the nitrogen removal efficiency of Anammox was stable, and the the average removal percentage of ammonium, nitrite, total nitrogen and COD were 93.0%, 99.4% , 84.6% and 18.1%, respectively, which had little difference with that by using simulated wastewater..(4) After pretreatment, the residual organic carbon in piggery wastewater showed no obvious change during the Anammox process, and the main organic compounds were saturated hydrocarbon and ester, which had no obvious negative effect on Anammox process.(5) By PCR technology, the existence of Anammox bacteria was confirmed and the aerobic nitrifying bacteria was found to coexist as well. The result of blast showed that the identities of Anammox bacterium to part of 16S rRNA sequence of uncultured Planctomycetales bacterium and Candidatus Brocadia fulgida bacterium were 95% and 90%, respectively.（6）By MPN method, nitrite oxidizer, ammonium oxidizer and denitrification bacteria were detected in both simulated and piggery wastewater treatment system of Anammox, and the microorganism system was composed of Anammox bacteria，aerobic bacteria and denitrification bacteria together.

硫酸盐还原菌对海洋用钢腐蚀行为的影响及其控制

本文研究了海水和海泥环境中硫酸盐还原菌（SRB）对海洋用钢腐蚀行为的影响及控制，探讨了SRB影响下的腐蚀机制，腐蚀产物的形成及转化过程，并研究了含有SRB的海泥环境中阴极保护对钢腐蚀的影响。 从我国青岛胶州湾海底泥中富集培养出SRB，进行分子生物学分析确定了研究菌种为肠状菌属，并以荧光显微镜和透射电镜（TEM）观察了SRB的形貌特征。 以失重法、电偶腐蚀、交流阻抗（EIS）、电子探针（EPMA）、TEM等手段研究了海洋用钢在含有活性SRB的海泥和海水环境中，从最初的细菌附着到代谢产物导致腐蚀产物从氧化物到硫化物的转化，腐蚀产物的形貌及成分确定，对腐蚀由抑制到加速的过程。此外从钢基体与腐蚀产物界面角度对SRB点蚀的形成和扩展，以及单晶氧化铁立方体在SRB菌液中的生物矿化进行了探讨。 对埋在含有SRB海泥中的低碳钢的阴极保护的可靠性进行评价，重点研究活性细菌存在下不同阴极保护电位下的交流阻抗行为，并结合失重法测试不同电位下的腐蚀速度、MPN法细菌计数以得出保护电位、腐蚀速度以及细菌活性之间的关系。为达到有效的保护，-950mV (CSE)甚至更低的保护电位是需要的。较高保护电位下，细菌的生长活性与稳定性低于低电位。

阿哈湖和洱海沉积物硫酸盐还原菌研究

采用MPN法分析了贵州阿哈湖和云南洱海春秋两个季节沉积物硫酸盐还原菌含量，结果表明淡水湖泊沉积物硫酸盐还原菌含量低于海洋沉积物；洱海沉积物硫酸盐还原菌含量低于阿哈湖沉积物，秋季沉积物硫酸盐还原菌含量高于春季，且有该类微生物栖息的沉积物深度增加。分析造成硫酸盐还原菌含量发生改变的环境因素可能是沉积物中硫酸根浓度、温度以及有机质的变化.