活性炭水处理技术应用

本文综述了活性炭水处理的特点，主要影响因素，活性炭的再生及活性炭吸附法在水处理中的应用，从而论证了活性炭吸附法应用于水处理的可行性和有效性。     

Scanning proton microprobe microanalysis for the assessment of homogeneity of IAEA urban dust reference materials

In order to develop new reference materials for microanalytical nuclear techniques, scanning proton microprobe(SPM) technique was used to determine homogeneity level within 100x200 μm2 micro-area on the small pieces of IAEA urban dust reference materials. The experimental methods were described in detail. The results show that IAEA-396A/M Vienna urban dust is homogeneous enough for small sample analysis of standard reference material (SRM).     

三门火山盆地的层状矿床及其与盆地形成演化的关系

浙江三门中生代火山——沉积盆地的形成演化可分四个阶段。每一阶段均伴产有不同成因和各具特色的金属矿床,显示了陆相火山作用较为完整的成矿体系。其中层状矿床具有同生和后生的双重特征,多成因,多来源,是较典型的火山沉积——后期热液迭加改造型矿床。本文着重介绍它的主要特征及盆地的形成演化对火山成因矿床的控制。     

湖南郴县千里山花岗岩及其衍生岩脉云母矿物的红外光谱研究

湖南郴县千里山花岗岩及其衍生岩脉云母矿物系统的红外光谱分析结果表明:这些云母矿物分属于Li-Fe系列和Li-Al系列,前者所有红外光谱吸收峰波数均较后者相应的吸收峰值低;羟基伸缩振动与云母~(v1)Al的含量有关;(Al)Si-O-Si的对称伸缩振动与~(vl)Li~+含量关系密切;而Si-O弯曲振动或O-Me(金属)伸缩振动的频率变化则主要受~(vl)Fe~(2+)的含量制约。不同类型的云母有时其成分与红外光谱振动频率的关系有各自的规律,根据这一关系可以大致划分云母种属并粗略估计云母中某些主要组分的相对含量。结合云母产状的分析,两个系列出现于花岗岩蚀变的不同演化阶段,这对探讨岩体演化及矿化规律有一定的意义。     

Biological treatment of dye wastewaters using an anaerobic-oxic system

Three dye solutions, namely, C.I. Acid Yellow 17, C.I. Basic Blue 3, and C.I. Basic Red 2, were treated in an upflow anaerobic sludge blanket (UASB) reactor followed by a semi-continuous aerobic activated sludge tank. When hydraulic retention time was about 12 hours, no significant color removal was observed in the aerobic stage. In the anaerobic stage, Acid Yellow 17, Basic Blue 3, and Basic Red 2 were removed by 20%, 72%, and 78%, respectively. To treat wastewater from a dye manufacturing factory with COD concentration of 1200 mg/l and Color of 500 degree (dilution factor), an UASB reactor (4.5 liters) and an activated sludge tank (5 liters, adjustable), COD and color were removed by more than 83% and 90% at a COD loading rate of 5.3 kg COD/m³-day in the anaerobic stage, and at the hydraulic retention time of 6-10 hours for the anaerobic stage and 6.5 for the aerobic stage. The anaerobic stage of the A/O system removes both color and COD. In addition, it also improves biodegradability of dyes for further aerobic treatment.     

Influence of sediment on the fate and toxicity of a polyethoxylated tallowamine surfactant system (MON 0818) in aquatic microcosms

The fate and toxicity of a polyethoxylated tallowamine (POEA) surfactant system, MON 0818, was evaluated in water-sediment microcosms during a 4-d laboratory study. A surfactant solution of 8 mg l(-1) nominal concentration was added to each of nine 72-l aquaria with or without a 3-cm layer of one of two natural sediments (total organic carbon (TOC) 1.5% or 3.0%). Control well water was added to each of nine additional 72-l aquaria with or without sediment. Water samples were collected from the microcosms after 2, 6, 24, 48, 72, and 96 h of aging to conduct 48-h toxicity tests with Daphnia magna and to determine surfactant concentrations. Elevated mortality of D. magna (43-83%) was observed in overlying water sampled from water-only microcosms throughout the 96-h aging period, whereas elevated mortality (23-97%) was only observed in overlying water sampled from water-sediment microcosms during the first 24h of aging. Measured concentrations of MON 0818 in water-only microcosms remained relatively constant (4-6 mg l(-1)) during the 96-h period, whereas the concentrations in overlying water from microcosms containing either of the two types of sediment dissipated rapidly, with half-lives of 13 h in the 3.0% TOC sediment and 18 h in the 1.5% TOC sediment. Both toxicity and the concentration of MON 0818 in overlying water decreased more rapidly in microcosms containing sediment with the higher percent TOC and clay and with a higher microbial biomass. Mortality of D. magna was significantly correlated with surfactant concentrations in the overlying water. These results indicate that the toxicity of the POEA surfactant in water rapidly declines in the presence of sediment due to a reduction in the surfactant concentration in the overlying water above the sediment.     

Experimental and numerical study of the dispersion of motor vehicle pollutants under idle condition

The aim of the work presented here is to study experimentally and numerically the dispersion characteristics of vehicular exhaust plume at an idle condition in an idealized and simplified environment. The gaseous and particulate concentrations in the exhaust plume of three idling motor vehicles were measured in an isolated environment under calm weather conditions. Despite the difference in the initial concentrations, the pollutants decayed exponentially in all directions.The CFD code PHOENICS 3.3, with the k–ε eddy dissipation sub-model, was used for the numerical simulation. The simulated results match very well with the experimental results close to the source of emission but decay to the ambient concentrations much slower. The effects of the initial emission concentration, exit velocity, exit direction and crosswind intensity have been investigated parametrically. The initial pollutant concentration will increase the local concentrations but the pattern of dispersion remains the same. The exit velocity will increase the momentum of the jet, resulting in a deeper penetration downstream. The exit angle has a stronger influence on pollutant dispersion than both initial pollutant concentration and exit velocity. When the exit angle is 15°, the pollutants tend to spread on the ground region. Crosswind shows a significant effect on the dispersion of the exhaust plume also. It will divert the plume to disperse in the same direction of the wind with limited penetration in the downstream direction.     

缺氧反硝化-好氧串联系统对难降解PVA退浆废水的试验研究

研究了投加硝态氮NO3^--N对缺氧反硝化-好氧和缺氧水解-好氧串联系统处理印染PVA退浆废水的效果。结果表明，缺氧反硝化投加硝态氮NO3^--N比缺氧水解-好氧对CODCr的去除率在缺氧池、好氧池中均提高了30％，缺氧反硝化-好氧工艺二沉池出水经生物碳处理后，CODCr，的去除率达90％。C：N：P的比例合适与否是处理印染PVA退浆废水成功的关键。     

ClO2治理医院污水性能参数的研究

研究了ClO2作为消毒剂在去除医院污水中总大肠菌群数(CFU)时的性能参数.实验结果表明,ClO2加入量为5-8 mg/L、温度为20-30℃、接触时间为30-60min、pH为7.8-8.5、填料为组合型,是ClO2去除CFU的最优参数,可使污水中CFU降至500个/L,达到国家一级排放标准(GB8978-1996).同时,分析了各参数对CFU去除率的影响.     

添加剂升温烧蚀法在制备新型介孔水环境净化材料中的应用

首次探索了一种破坏式造孔与有机复合相结合的新方法以制备介孔复合水环境净化材料,使最终产品成为一种具有广谱孔结构分布的复合环境材料。详细介绍了该方法的第二步工艺即添加剂升温烧蚀法,在优化后的最佳条件下,产品的孔径得到了进一步扩大,其中部分孔道直径可达至介孔级,同时材料的表面得到了进一步活化。经此步工艺后,所制备的中间产品染料吸附量是原材料的194倍,是酸洗刻蚀后产品的122倍;24h吸湿率是原材料的38倍,是酸洗刻蚀后产品的19倍。