复合生物滤池处理NH3和H2S混合恶臭气体的实验研究

采用复合生物滤池处理NH₃和H₂S酸碱混合气体,其中复合生物滤池由生物滴滤池和生物过滤池组成.研究表明:在气体流量为0.9～1.4 m3/h,气体质量浓度为15 mg/m3,营养液喷淋量为4.56 L/h时,出气NH₃和H₂S的质量浓度分别达到<恶臭污染物排放标准>(GB14554-93)中的一级和二级排放标准,除臭效果好.研究还表明:复合生物滤池中微生物的生长条件差别较大,在生物滴滤池内生长的微生物为枯草芽孢杆菌、钟虫等细菌,而在生物过滤池内生长的微生物则为白曲霉菌、葡萄球菌等真菌.      

Photobiological production of hydrogen by the waste water treatment with anaerobic photosynthetic Purple bacteria

In this paper selected references about experience gained with photosynthetic bacteria in anaerobic process for either water treatment or hydrogen production are given. In particular experimental data about the hydrogen evolution rate, hydrogen yield and substrate efficiency in relationship to the nutrient conditions as well as about the behavior of some different species are presented. The limiting role of the nitrogen source is being discussed.     

Response of selected poultry cecal probiotic bacteria and a primary poultry salmonella typhimurium isolate grown with or without glucose in liquid batch culture

Abstract

The objective of this study was to determine whether fermentation by a cecal probiotic co‐culture of an Enterococcus sp. and Veillonella sp. would inhibit the in vitro growth of a S typhimurium poultry isolate. The growth rates of S. typhimurium and Enterococcus were significantly reduced at pH 5. At the two pH levels, there was a significant (p < 0.001) increase at 24 h in colony forming units for each of the bacteria enumerated from the mixed culture compared to the respective pure culture enumerations. S. typhimurium was not inhibited in mixed cultures. The mixed cultures produced more acetate than any of the pure cultures and lactate produced by Enterococcus appeared to be utilized by Veillonella.     

Aspects of Tests and Assessment of Filtering Materials Used for Respiratory Protection Against Bioaerosols. Part II: Sweat in the Environment,Microorganisms in the Form of a Bioaerosol

The second part of the article presents the results of a study of antimicrobial activity of filter nonwovens with an addition of biocides, as a function of the presence of sweat in the environment and the method of microbe deposition on a nonwoven in the form of a liquid and a bioaerosol. At the same time, the filtration efficiency of nonwovens against microorganisms in the form of a bioaerosol was tested with the dynamic method. The results showed that the addition of sweat on the surface of a nonwoven resulted in an insignificant decrease of biological activity that still remained high. Moreover, an active nonwoven showed biostatic and biocidal activity only when microbes were deposited on the surface in the form of a solution. The nonwoven did not show any biological activity after deposition of microorganisms with the dynamical method in the form of a bioaerosol.     

低能离子诱变产表面活性剂的烃降解菌研究

为有效治理石油污染土壤,从长期遭受石油污染的土壤中筛选出一株烃降解菌8-11作为出发菌,利用低能N+注入烃降解菌进行诱变,在能量为20 keV、剂量为90×2.6×1013ions/cm2条件下筛选出一株高效烃降解菌——诱变菌23。原油摇瓶发酵实验表明诱变菌对原油的降解率达到74%;降解后原油的全烃气相色谱图显示,经过7 d的作用,原油中的正构烷烃完全降解。诱变菌23能够产生大量的生物表面活性物质,傅里叶红外光谱分析表明其产生的生物活性物质为糖脂类化合物,该糖脂类生物表面活性剂能使发酵液的表面张力从空白对照的56.1 mN/m降低为29.3 mN/m。研究表明诱变菌23具有较高的烃降解能力,能有效降低表面张力,具有较大的应用潜力。     

低温下活性污泥膨胀的微生物群落结构研究

采用水质参数指标测定和高通量测序技术,探讨了郑州某污水处理厂冬季间歇性污泥膨胀机制.结果表明该厂活性污泥的污泥容积指数(SVI值)的变化与季节温度变化有显著的负相关性,1~4月及12月易发生污泥膨胀,但是不影响出水水质.高通量测序技术分析发现污泥膨胀月份泥样的微生物群落结构要显著不同于未膨胀月份.该厂发生丝状菌污泥膨胀的优势丝状菌为腐螺旋菌科Saprospiraceae和黄杆菌科Flavobacterium.因此,低温导致活性污泥微生物群落结构变化是引起该厂活性污泥膨胀的原因.     

利用亚硝酸盐的反硝化除磷菌及影响因素

反硝化聚磷菌(DPB)是一类能够在厌氧状态下释磷,缺氧存在硝酸盐(NO3-)或亚硝酸盐(NO2-)的情况下聚磷,并同时反硝化的聚磷菌。实验证明:传统A2/O工艺缺氧段污泥确实存在利用亚硝酸盐的反硝化聚磷菌,PO、PON和PONO各占聚磷菌的40.7%、38.5%,20.8%。最佳的进水C/N/P为16∶4∶1且COD<200mg/L;pH值为7～7.5。聚磷菌在ORP<-80mV开始吐磷,在ORP值在-150mV左右能较好地吐磷,投加亚硝盐使ORP>-80mV,开始反硝化聚磷。     

嗜热硫酸盐还原菌的分离及生长影响因素研究

从油田污水中分离得到一株嗜热硫酸盐还原菌,并研究了该菌株的形态生理特性,探讨了碳源、还原剂、pH和温度对该菌株的生长和硫酸盐还原能力影响。结果表明:该菌株为革兰氏阳性杆菌,最适合碳源为柠檬酸钠,在加入了硫代硫酸钠作为还原剂的培养基中生长较好,最适合生长pH为中性,最适生长温度为60℃。在最适条件下培养,2d后培养基变黑,菌株的生长在3d后达到最大值,硫化氢的生成在4d后达到最大值。     

杀灭硫酸盐还原菌的药剂复配与杀菌效果研究

将杀菌剂A与B进行复配,测定各个不同复配比例的最低杀灭浓度,得知,当A∶B=10∶1时,对耐药型SRB的杀菌效果最好,也好于单独使用ME、BQ3和1227的杀菌效果。把按照A:B=10:1的比例配成的药剂记为JH1杀菌剂。再将杀菌剂A与B进行复配,得出杀菌效果最好的配比JH2(A∶B=20∶1)。对比JH1和JH2可知,杀灭培养基和现场水样中的具有耐药性或非耐药性的游离和固着型SRB,JH1均优于JH2。     

FECAL‐INDICATOR BACTERIA IN STREAMS ALONG A GRADIENT OF RESIDENTIAL DEVELOPMENT1

ABSTRACT: Fecal‐indicator bacteria were sampled at 14 stream sites in Anchorage, Alaska, USA, as part of a study to determine the effects of urbanization on water quality. Population density in the subbasins sampled ranged from zero to 1,750 persons per square kilometer. Higher concentrations of fecal‐coliform, E. coli, and enterococci bacteria were measured at the most urbanized sites. Although fecal‐indicator bacteria concentrations were higher in summer than in winter, seasonal differences in bacteria concentrations generally were not significant. Areas served by sewer systems had significantly higher fecal‐indicator bacteria concentrations than did areas served by septic systems. The areas served by sewer systems also had storm drains that discharged directly to the streams, whereas storm sewers were not present in the areas served by septic systems. Fecal‐indicator bacteria concentrations were highly variable over a two‐day period of stable streamflow, which may have implications for testing of compliance to water‐quality standards.