活性污泥中细菌的分离及其生理生化特性研究

从乳品废水活性污泥中分离纯化细菌,并进行生理生化特性、药敏试验研究。结果表明,H-1菌株分解葡萄糖产酸,利用乳糖、蔗糖、甘露醇等碳源;H-1菌株对头孢菌素类、氨基苷类、大环内酯类药物敏感;而对青霉素类、磺胺类等具有不同程度的耐药性。该研究对改善乳品废水活性污泥微生态、环境污染治理等具有科学指导意义。     

河流型油污染应急监测案例分析研究

以在湘江中下游发生的跨多市的油污染事故为例,详细阐述了对该污染事故开展应急监测的全过程,包括基本情况介绍、应急响应、应急监测方案编制、应急监测结果综合分析等内容;并针对该类型污染事故应急监测进行了管理和技术经验总结,包括强调多部门联合处置的必要性,摆正应急监测在应急中的正确位置,应急监测时信息流转通畅的关键作用,妥善开展应急处置的重要性以及明确应急处置责任主体等内容.     

人工湿地净化河道水质的研究进展

人工湿地是近年来国内外应用较多、发展较快的一种污水处理技术,本文从国内外人工湿地净化河水的技术应用出发,列举了人工湿地处理河水污染的效果和优势,并对湿地净化河水效率影响较大的湿地植物、填料、气候条件以及湿地构造4个因素进行了比较、分析和总结,最后对人工湿地净化河道水质进行了展望。     

生物技术在环境监测中的应用

文章介绍了实验室常用的生物监测方法,从生物学角度来判断环境污染的程度,为环境质量的监测和评价提供依据。着重对细菌学监测、隐孢子虫和贾第鞭毛虫的监测、浮游动植物监测、生物综合毒性监测等进行了专门论述。     

套管保护液对钻井废水处理效果的影响＊

通过研究高含硫气田钻井完井后套管保护液对钻井废水处理效果的影响,可知:采用混凝/二次絮凝/吸附工艺处理不含套管保护液的钻井废水时,出水COD<150 mg/L;当套管保护液加量>0.5 mL/L时,出水中COD随套管保护液用量增加而急剧升高,远大于150 mg/L;采用混凝/吸附/微电解组合工艺处理含套管保护液的完井钻井废水,出水COD<150 mg/L,满足GB 8978-1996《污水综合排放标准》二级标准的要求。     

柴窝堡湖表层底泥重金属污染评价

研究了乌鲁木齐市柴窝堡湖表层底泥的重金属含量,并采用Hakanson潜在生态危害指数法对底泥中的重金属潜在生态风险进行评价。结果表明:底泥中Cu、Zn、Pb、Cd含量均超出乌鲁木齐市土壤背景值。除湖心区外,Cd在5个监测区域中的潜在生态危害均为中等;其它重金属在5个采样点的潜在生态危害均为轻微。各重金属间的相关性分析表明,Zn与Cu,Pb与Cd、Cu呈显著正相关,说明这4种元素污染源可能相同。柴窝堡湖表层底泥受到Cu、Zn、Pb、Cd污染,需采取相应措施防止重金属由底泥进入水相。     

环境类高等职业教育产学研用合作机制研究

环境类高等职业教育具有鲜明的非行业背景和人才需求领域广泛而应用岗位相对集中的特殊性。在对国内部分环境类高职院校和环境类高职专业就产学研用合作机制及运行模式实地调研的基础上,对现存的环境类高职院校产学研用合作模式进行了深入分析,提出了"依托政府,实施‘双轨并行’工学结合"的产学研用合作机制与运行模式。     

Viscosities, thermal conductivities and diffusion coefficients of CO2 mixtures: Review of experimental data and theoretical models

Accurate experimental data on the thermo-physical properties of CO₂-mixtures are pre-requisites for development of more accurate models and hence, more precise design of CO₂ capture and storage (CCS) processes. A literature survey was conducted on both the available experimental data and the theoretical models associated with the transport properties of CO₂-mixtures within the operation windows of CCS. Gaps were identified between the available knowledge and requirements of the system design and operation. For the experimental gas-phase measurements, there are no available data about any transport properties of CO₂/H₂S, CO₂/COS and CO₂/NH₃; and except for CO₂/H₂O(/NaCl) and CO₂/amine/H₂O mixtures, there are no available measurements regarding the transport properties of any liquid-phase mixtures. In the prediction of gas-phase viscosities using Chapman–Enskog theory, deviations are typically <2% at atmospheric pressure and moderate temperatures. The deviations increase with increasing temperatures and pressures. Using both the Rigorous Kinetic Theory (RKT) and empirical models in the prediction of gas-phase thermal conductivities, typical deviations are 2.2–9%. Comparison of popular empirical models for estimation of gas-phase diffusion coefficients with newer experimental data for CO₂/H₂O shows deviations of up to 20%. For many mixtures relevant for CCS, the diffusion coefficient models based on the RKT show predictions within the experimental uncertainty. Typical reported deviations of the CO₂/H₂O system using empirical models are below 3% for the viscosity and the thermal conductivity and between 5 and 20% for the diffusion coefficients. The research community knows little about the effect of other impurities in liquid CO₂ than water, and this is an important area to focus in future work.     

垃圾填埋场渗滤液浓缩液高级氧化组合技术研究

以深圳市某生活垃圾填埋场渗滤液纳滤浓缩液为研究对象,采用"混凝沉淀+高级氧化+A/O"组合技术处理浓缩液.结果表明:混凝沉淀对浓缩液COD、总氮的去除效率分别为62％、48％;高级氧化对混凝沉淀出水COD、色度去除效率分别为71％、99％,对总氮无明显去除效果;A/O深度处理工艺对高级氧化出水COD、总氮平均去除效率分别为26％、28％.整体工艺可去除浓缩液92％的COD以及63％的总氮.     

Removal of antibiotic-resistant genes during drinking water treatment: A review

Once contaminate the drinking water source, antibiotic resistance genes (ARGs) will propagate in drinking water systems and pose a serious risk to human health. Therefore, the drinking water treatment processes (DWTPs) are critical to manage the risks posed by ARGs. This study summarizes the prevalence of ARGs in raw water sources and treated drinking water worldwide. In addition, the removal efficiency of ARGs and related mechanisms by different DWTPs are reviewed. Abiotic and biotic factors that affect ARGs elimination are also discussed. The data on presence of ARGs in drinking water help come to the conclusion that ARGs pollution is prevalent and deserves a high priority. Generally, DWTPs indeed achieve ARGs removal, but some biological treatment processes such as biological activated carbon filtration may promote antibiotic resistance due to the enrichment of ARGs in the biofilm. The finding that disinfection and membrane filtration are superior to other DWTPs adds weight to the advice that DWTPs should adopt multiple disinfection barriers, as well as keep sufficient chlorine residuals to inhibit re-growth of ARGs during subsequent distribution. Mechanistically, DWTPs obtain direct and inderect ARGs reduction through DNA damage and interception of host bacterias of ARGs. Thus, escaping of intracellular ARGs to extracellular environment, induced by DWTPs, should be advoided. This review provides the theoretical support for developping efficient reduction technologies of ARGs. Future study should focus on ARGs controlling in terms of transmissibility or persistence through DWTPs due to their biological related nature and ubiquitous presence of biofilm in the treatment unit.