优势工程菌在H/O工艺中处理制药废水的研究

采用水解 (H)—好氧 (O)生化工艺研究了优势复合工程菌对抗生素工业废水有机质的降解能力并进行了处理条件试验研究。探讨了预处理、生化温度、pH值、水力停留时间、进水有机物浓度等因素对生化处理工艺的影响。试验结果表明 ,在选定的条件下 ,水解单元COD的降解率达 71 9%。好氧单元COD的降解率达 62 9% ,总去除率达 98 5%。达到国家规定的制药行业排放标准 ,出水的COD平均浓度低于 30 0mg/L。     

异养菌与新型填料成膜性及BTF处理屠宰H2S废气

以新型填料上生物膜的微生物种群结构为研究对象,将异养脱硫细菌蜡状芽孢杆菌ZJNB-B3接种到含活性污泥和LEVAPOR新型填料的小试曝气液体反应器,研究此菌在活性污泥及在填料生物膜中的微生物多样性.在属分类水平上的物种分析结果表明,芽孢杆菌属在接种后的填料中相对丰度较高,而在活性污泥样品中相对丰度较低,其在培养了第10d的填料样品中已经达到最大相对丰度.因此该菌与新型填料的亲和性和成膜性较好.将该菌与新型填料应用于生物滴滤塔（BTF）处理屠宰污水站排放的H₂S恶臭废气,风量处理能力为2000m³/h.结果表明,经该菌强化的BTF完成启动的时间比使用普通活性污泥接种的BTF缩短7d.强化的BTF在30d的稳定期试验中,当H₂S进气浓度为4.92~9.54mg/m³时,对H₂S去除率为98%~99%.当进气H₂S在1.0~10mg/m³范围波动时,空床停留时间（EBRT）为10,21,30s时,去除率分别为94%、98%、99%以上,且受进气H₂S浓度波动的影响不大.当进口负荷为0.60~1.14g/（m³·h）时,H₂S去除率稳定在98%以上,H₂S气体排放量低于恶臭污染物排放国家标准.     

高温厌氧细菌混合培养对纤维素酒精生产的提高作用

以高温厌氧细菌热纤维梭菌(Clostridium thermocellum LQRI)和嗜热厌氧乙醇菌(Thermoanaerobacter ethanolicus X514和Thermoanaerobacter pseudoethanolicus39E)为对象,以纤维素为微生物利用的底物,分析了LQRI纯培养和LQRI+Thermoanaerobacter混合培养对纤维素降解、酒精生产及终产物分布的影响.结果表明,LQRI+Thermoanaerobacter混合培养的酒精生产能力和纤维素降解率明显高于LQRI纯培养.在混合培养体系中,LQRI+X514的酒精生产能力明显高于LQRI+39E.培养基中无外源酵母粉条件下,LQRI纯培养酒精最高浓度约为11.5mmol/L,LQRI+X514和LQRI+39E混合培养最高酒精浓度分别约为71mmol/L和36.5mmol/L,相同的底物纤维素浓度条件LQRI+X514和LQRI+39E混合培养酒精浓度分别约为LQRI纯培养的5～11倍和3～5倍,纤维素降解率分别都约为LQRI纯培养的1.5～5.0倍;培养基中0.6%外源酵母粉存在条件下,LQRI纯培养酒精最高浓度约为12.9mmol/L,LQRI+X514和LQRI+39E混合培养最高酒精浓度分别约为263.5mmol/L和143.5mmol/L,相同的底物纤维素浓度条件LQRI+X514和LQRI+39E混合培养酒精浓度分别约为LQRI纯培养的8～22倍和8～12倍,纤维素降解率均约为LQRI纯培养的1.1倍.在5%Solka Floc为底物和0.6%外源酵母粉的条件下,LQRI+X514混合培养酒精浓度最高可达到263.5mmol/L,相当于1.2%(质量浓度)的酒精,LQRI+39E约为143mmol/L.     

高温生物滤塔处理污泥干化尾气的研究

利用高温生物滤塔处理污泥干化产生的尾气,气体处理量为2 700~3 100 m~3·h~(-1),停留时间为21.88~25.10 s,研究启动期和稳定运行的运行效果.生物滤塔能有效去除干化尾气中的SO_2、氨以及挥发性有机物,去除率分别达到100%、93.61%以及87.01%.微生物分析结果显示,生物滤塔内形成稳定的生物系统,填料和溶液中生长一定量的细菌和硫细菌.主要功能种群包括类芽孢杆菌Paenibacillus sp.,螯台球菌Chelatococcus sp.,芽孢杆菌Bacillus sp.,梭菌Clostridium thermosuccinogerws,假黄单胞菌Pseudoxanthomonas sp.,地芽孢杆菌Geobacillus debilis.大部分为脱氮、脱硫或者降解挥发性有机物的嗜热菌.     

Isolation,identification and desulfurization mechanism of a sulfur-oxidizing bacterium with salt tolerance北大核心CSCD

Micro-organism with efficient desulfurization performance is a key factor in the biological desulfurization technology. This study aimed to seek such a sulfur-oxidizing strain and understand its desulfurization mechanism. Wastewater in a sewage station of natural gas purification plant was used to screen the sulfide-oxidizing strain, and to identify it based on sequence similarity analysis of 16S rDNA and the morphological characteristics. Thiosulfate was used as substrate for investigating the sulfur oxidation performance and salinity tolerance; the OD600, content change of thiosulfate, sulfate, sulfur, pH and total alkalinity in the cultural system were also investigated. The strain DS-B was found to share the highest sequence similarity with Thioalkalivibrio thiocyanoxidans ARh2, therefore determined as Thioalkalivibrio. At the optimum temperature of 35 °C for growth and degradation, the removal efficiency of thiosulfate could reach 98.7% after 7 days. Strain DS-B had strong resistance to thiosulfate, and the optimal concentration of S2O32- was 2 × 104 mg/L. The analysis for sulfur oxides showed that it could oxidize thiosulfate by the pathway of S2O32-→SO42- / S2O32- → S → SO42-. Therefore the strain DS-B is a sulfur-oxidizing bacterium with great application prospect for its strong salt tolerance and conspicuous removal capability for thiosulfate.     

Characterization of a salt-tolerant bacterium Bacillus sp. from a membrane bioreactor for saline wastewater treatment

High salt concentrations can cause plasmolysis and loss of activity of cells, but the salt-torlerant bacterium can endure the high salt concentrations in wastewater. In this research 7 salt-torlerant bacteria, which could survive in dry powder products and could degrade organic contaminants in saline wastewater, were isolated from a membrane bioreactor. The strain NY6 which showed the fastest growth rate, best property for organic matter degradation and could survive in dry powder more than 3 months was selected and characterized. It was classified as Bacillus aerius based on the analysis of the morphological and physiological properties as well as the 16 S rRNA sequence and Neigh borjoining tree. The strain NY6 could survive in the salinity up to 6% and the optimal growth salinity is2%; it belongs to a slightly halophilic bacterium. The capability of its dry powder products for COD removal was 800 mg COD/(g·day) in synthesized saline wastewater with salinity of 2%. According to salt-tolerant mechanism research, when the salinity was below 2%, the stain NY6 absorbed K+and Na+to maintain osmotic equilibrium, and when the salinity was above 2%, the NY6 kept its life by producing a large amount of spores.     

高硫酸盐难降解废水高温厌氧处理中限量曝气的应用及影响

由于硫酸盐还原的影响,普通高温UASB反应器处理亚硫酸盐纸浆厂排出的高硫酸盐难降解废水过程中甲烷菌活性受到了严重抑制.考虑到空气对硫化氢的吹脱和对硫化物的氧化作用可能减轻硫化物对甲烷菌的抑制,本研究在厌氧反应器中引入限量曝气措施.试验结果表明,反应器的运行稳定性和处理能力均得到大幅提高.在有机负荷提高到原来2倍的情况下,曝气后COD去除率仍有提高,从40%～50%提高到60%～70%.试验证明部分甲烷菌可以耐氧,而某些种类的水解酸化细菌则对不完全厌氧环境比较敏感.     

固定化高效降解菌处理PTA废水的研究

研究了聚乙烯醇(PVA)加少量海藻酸钠及SiO2、CaCO3的方法固定高效菌处理PTA污水.结果表明,采用质量分数分别为PVA 10%、海藻酸钠0.3%、特种菌种10%、SiO2 3%、CaCO30.3%,用饱和硼酸溶液(pH为4.0)作为交联剂,制得的颗粒处理PTA废水时,废水COD负荷为2.91kg/m3·d时,CODcr、TOC、TA去除率均为85%以上;废水COD负荷为12.2kg/m3j·时,CODcr去除率仍为50%以上、TOC去除率为60%以上,当pTA废水pH从55降至35时,CODcr、TOC、TA去除率仍在86%以上.     

沉降法测定大气细菌粒子含量公式的检验

在沈阳市对文献［６］提出的由大气细菌粒子的沉降量计算大气细菌粒子含量的公式进行了检验．结果表明，在同泽小学由公式计算的大气细菌粒子的含量为３３２４个／ｍ３，Ａ·Ｓ采样器测定的大气细菌粒子的含量为３７９２个／ｍ３，二者之间的比值为０．９，ｔ＝０．７８５，Ｐ＞０．０５，两种方法得出的大气细菌粒子的含量没有明显差异，比传统的奥梅梁斯基公式有比较好的准确性和实用性．     

兰州市空气微生物分析

对兰州市30个点的空气微生物进行了监测研究报道。结果表明：兰州市空气微生物属于中度污染，主要优势菌种有蜡样芽胞杆菌，枯草芽胞杆菌，金黄色葡萄球菌和8叠球菌。白曲霉，青霉属，黄曲霉，木霉，交链孢霉，空气微生物含量与地面人类活动关系密切，与人流量（人口密度）和车流量显著相关；绿地对空气微生物年代有显著的杀灭作用。尤其是乔灌草相结合的复合型绿地杀菌作用很理想。