铜离子冲击下活性污泥微生物多样性的分子生态学分析

采用基于 16SrDNA序列分析方法 ,在长度多态 (LPM)和 16SrDNA的GC含量二维水平分析了受重金属污染的活性污泥系统内细菌的优势种类和多样性 .设计的PCR引物可以将细菌分为三大类 :即 1)proteobacterialα&δ(变形杆菌α&δ) ,2 )pro teobacterialβ&γ(变形杆菌 β&γ) ,以及 3)flexibacter(屈桡杆菌 )和革兰氏阳性菌 .分析了未受重金属驯化和受重金属驯化的两类活性污泥系统在重金属作用下优势种和多样性的变化 ,结果显示未驯化的活性污泥系统多样性减少但优势种的变化微小 ,而驯化系统优势种有较大的变化 ,但多样性基本不变 .这一结果证实驯化有助于提高微生物对重金属的抗性     

制造抽油机驱动绳工艺探讨

着重介绍了冷挤压技术在制造抽油机驱动绳中的应用方法。同时解决了抽油机驱动绳不能同时受力 ;钢丝绳因加热而产生的局部材料内部组织变化造成驱动绳断裂等关键问题。     

Sustainable development pattern and the strategy in the three Gorges Reservoir Areas

The development pattern,development situation,and existing problems of land exploitation in Zigui County,Three Gorges Reservoir Areas of China were presented.The sustainable development mode and its strategy in the Three Gorges Reservoir Areas was also discussed.A sustainable development framework for low mountain regions,middle mountain regions and high mountain regions was developed,and management countermeasures for structural optimization of complex ecosystems were advanced.     

浮游微藻携带和传播WSSV的研究

以对虾养殖池塘中常见的湛江等鞭金藻(Isochrysis zhanjiangensis)、亚心形扁藻(Platymonas subcordiformis)、盐藻(D unaliella salina)和中肋骨条藻(Skeletonema costatum)四种浮游微藻为实验对象,研究其是否可以携带和传播严重危害对虾养殖业的对虾白斑病病毒(WSSV).研究结果表明,这四种微藻和WSSV病毒粗提液混合后,经PCR检测发现在混合后96 h内微藻都可以携带WSSV,其中湛江等鞭金藻和亚心形扁藻在144 h内为WSSV阳性,盐藻在120 h内为阳性,然后在不同时间呈现WSSV阴性.采取病毒-浮游微藻吸附法,用携带WSSV的微藻投喂美丽猛水蚤(Nitocra sp.5d,经套式PCR检测,美丽猛水蚤为病毒阳性.这说明浮游微藻可以携带并且传播WSSV.     

气浮-生物接触氧化集成技术处理受污染水源水研究

针对受污染水源水,采用气浮-生物接触氧化集成技术进行中试研究,考察各影响因素对污染物去除效果的影响,优化工艺参数和运行条件,并进行了冬季低温运行研究.与现有生化-气浮串联工艺比较,处理受污染原水(NH3-N质量浓度为5～7 mg·L-1),集成装置能取得更好的处理效果,而且具有占地小、能耗低等优点.     

印染废水处理技术现状及其进展

印染废水是一种水质水量变化大、有机物含量高，可生化性差，COD高，色度高的难降解废水。系统地介绍了印染废水处理的应用现状及技术进展，对处理印染废水的化学法、物理法以及生物处理技术进行了综述。     

聚合氯化铝与三氯化铁混凝剂在常规水处理中的运用

通过聚合氯化铅与三氯化铁在常规水处理的生产性实验,从经济成本、水质指标和实际使用存在的问题对其进行分析比较,并比较了两种混凝剂在常规水处理中的优缺点.     

Effects of environmental factors on the production and release of matrix-bound phosphine from lake sediments

Effects of pH, temperature, and oxygen on the production and release of phosphine in eutrophic lake sediments were investigated under laboratory tests. Results indicated that the elimination of matrix-bound phosphine was accelerated under initial pH 1 or 12. Phosphine levels could reach maximum under initial pH 10. The contents of phosphine increased with the addition of alkali under pH 4–12. The rates of phosphine production and release from lake sediments varied with temperature. 20°C was the most favorable temperature for the production of matrix-bound phosphine. Oxygen showed little effect on matrix-bound phosphine. Matrix-bound phosphine concentrations in lake sediments were concluded to be dependent on a balance of natural generation and depletion processes. Translated from Acta Scientise Circumstantiae, 2005, 25(5): 681–685 [译自: 环境科学学报]     

Acid resistance of methanogenic bacteria in a two-stage anaerobic process treating high concentration methanol Wastewater

In this study, the two-stage upflow anaerobic sludge blanket (UASB) system and batch experiments were employed to evaluate the performance of anaerobic digestion for the treatment of high concentration methanol wastewater. The acid resistance of granular sludge and methanogenic bacteria and their metabolizing activity were investigated. The results show that the pH of the first UASB changed from 4.9 to 5.8 and 5.5 to 6.2 for the second reactor. Apparently, these were not the advisable pH levels that common methanogenic bacteria could accept. The methanogenic bacteria of the system, viz. Methanosarcina barkeri, had some acid resistance and could still degrade methanol at pH 5.0. If the methanogenic bacteria were trained further, their acid resistance would be improved somewhat. Granular sludge of the system could protect the methanogenic bacteria within its body against the impact of the acidic environment and make them degrade methanol at pH 4.5. The performance of granular sludge was attributed to its structure, bacteria species, and the distribution of bacterium inside the granule. Translated from Acta Scientiae Circumstantiae, 2004, 24(4): 633–636 [译自: 环境科学学报]     

滇池湖滨区新农村建设中的污染防治工程技术方案研究

对滇池湖滨区农村环境现状及主要环境问题进行了详细分析，就工程总体思路、设计原则及主要考核指标体系等进行了探讨，提出沿湖农村非点源污染防治工程技术方案，即通过以沼气池为纽带的农村能源结构改造、村级污水处置处理和配套沟渠系统建设、村内垃圾处理处置以及普及卫生旱厕、村庄道路修缮及绿化等工程和管理措施，从源头上控制污染物产生量，减少入湖污染负荷，有效地解决滇池环湖新农村建设中的环境保护问题。