两株氢噬胞菌的萘降解特性分析

对两株分离自内蒙古乌梁素海的氢噬胞菌X32和X12的培养条件和萘降解特性进行研究。实验结果表明:菌株X32和X12的最适生长pH为7.0,最适生长温度为30~35℃,最适盐度w(NaCl)为1%;当初始萘质量浓度为3 500 mg/L时,对数生长期的菌株X32对萘的降解活性可达53.9 nmol/(mg·min),而菌株X12可达34.8 nmol/(mg·min);菌株X32在培养48 h后进入稳定期,60 h时萘降解率达91.43%;菌株X12在培养60 h后进入稳定期,90 h时萘降解率达93.93%。氢噬胞菌X32和X12是两株具有较高应用价值的多环芳烃降解细菌。     

Application of a luminescence-based biosensor for assessing naphthalene biodegradation in soils from a manufactured gas plant

Despite numerous reviews suggesting that microbial biosensors could be used in many environmental applications, in reality they have failed to be used for which they were designed. In part this is because most of these sensors perform in an aqueous phase and a buffered medium, which is in contrast to the nature of genuine environmental systems. In this study, a range of non-exhaustive extraction techniques (NEETs) were assessed for (i) compatibility with a naphthalene responsive biosensor and (ii) correlation with naphthalene biodegradation. The NEETs removed a portion of the total soil naphthalene in the order of methanol > HPCD > βCD > water. To place the biosensor performance to NEETs in context, a biodegradation experiment was carried out using historically contaminated soils. By coupling the HPCD extraction with the biosensor, it was possible to assess the fraction of the naphthalene capable of undergoing microbial degradation in soil.     

生物法/人工湿地工艺处理采油废水及其生态毒性削减研究

采用2种生物法/人工湿地工艺(水解酸化/好氧/人工湿地工艺和水解酸化/人工湿地(进水区强化曝气)工艺)处理胜利油田某联合处理站经隔油、混凝处理的采油废水,并运用发光细菌技术研究采油废水在处理过程中的生态毒性削减规律.研究结果表明,在水解酸化段水力停留时间(HRT)为20 h,好氧段HRT为10 h,人工湿地HRT为2 d的工况下,水解酸化/好氧/人工湿地工艺与水解酸化/人工湿地(进水区强化曝气)工艺的出水水质均能满足COD≤80 mg/L、NH_4~+-N≤15 mg/L的处理要求.发光细菌法试验结果表明,经隔油、混凝处理后的采油废水属高毒性废水,再经水解酸化/人工湿地(进水区强化曝气)工艺处理后生态毒性大幅削减,出水生态毒性降至低毒.     

生活垃圾卫生填埋场甲烷减排与控制技术研究

系统地研究了生物氧化、生物抑制和风力驱动准好氧填埋的生活垃圾卫生填埋场甲烷减排集成技术.研究表明,喷洒了NMS营养液(80 mL/kg)的矿化垃圾为甲烷氧化覆盖层,可以持续氧化甲烷,第23天后甲烷氧化率稳定在75%左右;当氯仿质量浓度为20 mg/kg或乙炔体积分数达到1.2%时,甲烷产量极少,产甲烷菌几乎被完全抑制;采用风帽技术的改进型准好氧填埋可以利用风速0.5 m/s的自然风,在不增加成本的前提下大幅减少甲烷排放.     

混合固定化硝化菌和好氧反硝化菌处理焦化废水

对传统的聚乙烯醇(PVA)固定化方法进行了改进,试制了加入麦秸粉末的固定化球和以活性炭纤维膜为载体膜固定化细胞产品。混合固定化硝化细菌和好氧反硝化细菌对经过厌氧折流板反应器酸化后的焦化废水进行脱氮,焦化废水在厌氧折流板反应器中经过18 h的酸化后,pH在8.0左右,开始进入好氧槽进行脱氮。在有效容积为5 L好氧槽中经过12 h的曝气处理,加入麦秸粉末的固定化球对氨氮的去除率高达94.3%;纤维膜固定化细胞产品对氨氮的去除率为85%。整个脱氮过程无NO^-₂-N和NO^-₂-N的积累,实现了好氧条件下的同时硝化和反硝化。     

嗜碱细菌降解木质素的复合碳源共代谢研究Ⅰ——复合碳源组合方式及氮源的选择

研究在碱性液体培养条件 (pH =1 0 .5)下 ,不同碳源组合方式对嗜碱木质素降解菌产酶及降解麦草木质素的降解率的影响。研究结果表明 ,在蔗糖 (第一碳源 ) +麦草木质素 (第二碳源 )的组合方式下 ,并将硝酸铵作为氮源且碳氮比为 1 :1 .2时 ,该菌株的产酶及降解能力效果理想。     

五氯酚(PCP)高效降解菌Psendomonas sp.CS5的研究

从曾受五氯酚(pentachlorophenol,简称PCP,下同)污染废水的活性污泥中,经驯化富集和分离筛选获得一株PCP降解菌,菌号为CS-W-98-5.在24h内该菌降解w(PCP)=400×10     

Control factors of partial nitritation for landfill leachate treatment

Anaerobic ammonium oxidation (ANAMMOX) technology has potential technical superiority and economical efficiency for the nitrogen removal from landfill leachate, which contains high-strength ammonium nitrogen (NH4 -N) and refractory organics. To complete the ANAMMOX process, a preceding partial nitritation step to produce the appropriate ratio of nitrite/ammonium is a key stage. The objective of this study was to determine the optimal conditions to acquire constant partial nitritation for landfill leachate treatment, and a bench scale fixed bed bio-film reactor was used in this study to investigate the effects of the running factors on the partial nitritation. The results showed that both the dissolved oxygen (DO) concentration and the ammonium volumetric loading rate (Nv) had effects on the partial nitritation. In the controlling conditions with a temperature of 30±1℃, Nv of 0.2-1.0 kg NH4 -N/(m3d), and DO concentration of 0.8-2.3 mg/L, the steady partial nitritation was achieved as follows: more than 94% partial nitritation efficiency (nitrite as the main product), 60%-74% NH4 -N removal efficiency, and NO2--N/NH4 -N ratio (concentration ratio) of 1.0-1.4 in the effluent. The impact of temperature was related to iVv at certain DO concentration, and the temperature range of 25-30癈 was suitable for treating high strength ammonium leachate. Ammonium-oxidizing bacteria could be acclimated to higher FA (free ammonium) in the range of 122-224 mg/L. According to the denaturing gradient gel electrophoresis analysis result of the bio-film in the reactor, there were 25 kinds of 16S rRNA gene fragments, which indicated that abundant microbial communities existed in the bio-film, although high concentrations of ammonium and FA may inhibit the growth of the nitrite-oxidizing bacteria and other microorganisms in the reactor.     

长江三角洲地区城市污泥的综合生物毒性研究

运用发光细菌法对我国长江三角洲地区16个城市中54个污泥样品的综合急性生物毒性进行了测定,并以毒性较为稳定的HgCl2作为参比毒物,以发光细菌抑光率、相当标准毒物HgCl2质量浓度及百分数等级比较法毒性划分标准评价城市污泥的毒性。结果表明,供试的不需稀释测定毒性的城市污泥中,有13个是剧毒的,占样品总数30．95％;需稀释测定毒性的城市污泥中,毒性等级为Ⅰ级的8个,占样品总数66．67％。长江三角洲地区城市污泥大部分有较高的综合急性生物毒性,这与含多种高量的有毒重金属有关。城市污泥对发光细菌毒性的大小与城市污泥来源、污水处理工艺及污泥类型等因素有关。上海地区的污泥毒性大于江苏和浙江地区;42个毒性较小的污泥中,大部分氧化沟处理的城市污泥的毒性要大于A^2／O（厌氧-缺氧／好氧）处理的,12个毒性较大的污泥中处理工艺多为活性污泥处理与A^2／O处理;大部分以生活污水和混流污水为主的城市污泥毒性要高于以工业污水为主的城市污泥。