城市污水硝化反硝化及生物脱氮计算

本文论述城市污水硝化反硝化及生物脱氮的设计计算，并用计算示例加以说明．     

跌水曝气生物接触氧化预处理太湖水的研究

生物预处理是当前给水处理去除水中氨氮和有机物的有效手段,有助于改善水的理化性质且利于后续常规工艺的运行.针对以太湖水质的特点,跌水曝气生物接触氧化预处理成为首选方法.通过对不同水力停留时间(HRT)运行效果的分析,提出了在低温季节最优的水力停留时间.污染物在生物接触氧化中的去除率随水力停留时间的增大而增大,而在HRT＜1.6 h范围内HRT的影响较为显著.     

厌氧折流板反应器处理垃圾渗滤液的试验研究

试验所用废水取自于已经封场多年的广州市大田山垃圾填埋场的渗滤液,其方法是对比原有的ABR工艺与在原有的ABR工艺中加入生物接触氧化池进行可行性试验研究,以求达到更好的处理效果.研究结果表明,组合新工艺可使进水的CODCr去除41%,NH3-N去除17%,比原有单一工艺的处理效果好,从而减少了后续工艺的处理负荷.     

制药行业中污水处理技术及实践

采用物理灭活与生物处理相结合的废水处理技术对药厂污水进行处理,高温灭菌灭活了废水中的病毒、病菌等,生化处理化解污水中大分子的有机物.工程实践表明:两者相结合的处理方法,处理后的水质能够达到国家污水综合排放二级标准.     

AB法生物处理饮料废水

AB法是当代污水处理最佳实用技术之一,本文介绍将该法应用于饮料废水处理的工程设计中,并对AB法的理论和设计问题进行了探讨。     

草浆中段废水不同生物处理工艺的比较研究

以水解酸化作为前期处理，再分别结合活性污泥法、SBR、接触氧化法处理草浆中段废水。发现在水解酸化运行阶段溶解氧（DO）水平对CODCr的去除有重大影响：DO在0-0.5mg/L时，去除率仅为44%；DO在0.5-1mg/L时，CODCr的去除率达到68％。水解酸化后，分别用活性污泥法、SBR、接触氧化法继续处理，CODCr的去除率分别为54％、55％、66％。结合三套工艺的运行条件和成本，以及处理效果，认为草浆中段废水处理的最佳工艺应为：水解酸化－SBR工艺。     

水体有机污染生物监测的研究进展

文章综述了有机污染物对环境污染的现状和对人类造成的危害,以及利用生物对水体中有机污染物(特别是持久性有机污染物)进行监测的研究现状,并展望了生物监测技术的发展前景.     

Toxic effects of orimulsion on rainbow trout <Emphasis Type="Italic">oncorhynchus mykiss</Emphasis>

GOAL, SCOPE AND BACKGROUND: Orimulsion (stable emulsion of natural bitumen and water) is a new imported industrial fuel in Lithuania. No data on its toxicity to fish is freely available. The aim of this study was to investigate sensitivity of rainbow trout (Oncorhynchus mykiss) to acute and chronic toxicity of orimulsion and to estimate the Maximum Acceptable Toxicant Concentration (MATC) of orimulsion to fish. METHODS: Laboratory tests were conducted on rainbow trout in all stages of development (embryos, larvae, adults). Acute toxicity (96-hour duration) and long-term (28 or 60-day duration) tests evaluating the wide range spectrum of biological indices were performed under semi-static conditions. RESULTS AND DISCUSSION: Median lethal concentration (96-hour LC50) values and their 95% confidence intervals derived from the tests were: 0.1 (0.09-0.12) to embryos, 0.06 (0.05-0.07) to larvae and 2.22 (2.02-2.43) to adult fish, and 28-day LC50 to adult fish was found to be 0.26 (0.21-0.32) g/l of total orimulsion respectively. The acute toxicity of orimulsion to rainbow trout can be characterised by a narrow zone of toxic effect and a sharp boundary between lethal and sublethal concentrations. The lowest 'safe' or 'no-effect' concentration values of total orimulsion obtained in long-term tests were equal to 0.09 g/l to adult fish, 0.019 g/l to embryos, and 0.0017 g/l to larvae. Proposed value of 'application factor' for orimulsion was found to be equal to 0.03. Since orimulsion has the property to disperse in all water volume, its toxic effect on fish can be characterised by the combined effects of dispersion and water-soluble-fraction. CONCLUSIONS: Maximum Acceptable Toxicant Concentration (MATC) of 0.0017 g/l of total orimulsion to fish was derived from long-term tests based on the most sensitive parameter of rainbow trout larvae (relative mass increase at the end of the test). According to substance toxicity classification accepted for Lithuanian inland waters, orimulsion can be referred to substances of 'moderate' toxicity to fish. RECOMMENDATIONS AND OUTLOOK: For prediction and evaluation of toxic impact of orimulsion accident spills on fish, some recommendations should be given. Since orimulsion has the property to disperse in all water volume during short time periods, the amounts of both spilled orimulsion and polluted water should be ascertained. Once both parameters are known, the real concentration of orimulsion in the water body must be determined. Then this concentration must be compared with 'safe' concentration to fish. By use of 'application factor' 0.03, approximate MATC for other fish species can be estimated when only acute toxicity data (96-hour LC50 value) is available.     

污泥颗粒化快速启动厌氧氨氧化反应器的探讨

厌氧氨氧化工艺处理成本低,被认为是有应用前景的废水脱氮技术.但是,厌氧氨氧化菌生长缓慢,厌氧氨氧化反应器启动困难.探讨了几种快速启动厌氧氨氧化反应器的方法,包括投加颗粒污泥、惰性载体、絮凝剂及多价阳离子等,并对其作用机理进行了分析.     

城市绿地降低空气中含菌量的生态效应研究

按照大气生物监测的方法和要求，选择了上海市区的交通干通。公园和居住区的主要类型的绿地，对绿地降低气挟菌数量的生态效应进行了初步研究，结果表明，绿地结构，植物种类配置和粉尘污染是影响绿地降低气挟菌数量效应的主要因素。