有机硅改性破乳-絮凝剂在含油污水处理中的应用

采用破乳-絮凝法结合有机硅表面活性剂处理塔里木油田含油污水,以水样的油含量、Zeta电位、显微照片、界面张力为考察参数,得到一种新型水处理剂NP-22。NP-22为有机硅改性破乳-絮凝剂,其配方为破乳-絮凝剂YL-7和有机硅表面活性剂321的质量比95∶15。在NP-22加入量90 mg/L、反应温度45℃、沉降时间90min的优化条件下处理含油污水,水样的油含量由728.8 mg/L降至34.3 mg/L,除油率达95.3%。有机硅表面活性剂321可有效降低油水界面张力,与YL-7复合使用,可取得更好的除油效果。     

Non-steady state partitioning of dry cleaning surfactants between tetrachloroethylene (PCE) and water in porous media

Trapped organic solvents, in both the vadose zone and below the water table, are frequent sources of environmental contamination. A common source of organic solvent contamination is spills, leaks, and improper solvent disposal associated with dry cleaning processes. Dry cleaning solvents, such as tetrachloroethylene (PCE), are typically enhanced with the addition of surfactants to improve cleaning performance. The objective of this work was to examine the partitioning behavior of surfactants from PCE in contact with water. The relative rates of surfactants partitioning and PCE dissolution are important for modeling the behavior of waste PCE in the subsurface, in that they influence the interfacial tension of the PCE, and how (or if) interfacial tension changes over time in the subsurface. The work described here uses a flow-through system to examine simultaneous partitioning and PCE dissolution in a porous medium. Results indicate that both nonylphenol ethoxylate nonionic surfactants and a sulfosuccinate anionic surfactant partition out of residual PCE much more rapidly than the PCE dissolves, suggesting that in many cases interfacial tension changes caused by partitioning may influence infiltration and distribution of PCE in the subsurface. Non-steady-state partitioning is found to be well-described by a linear driving force model incorporating measured surfactant partition coefficients.     

N-长链碳酰基-L-苯丙氨酸单甲基聚乙二醇酯的合成及其性质研究

以L-苯丙氨酸、长链烷基（C₁₂/C₁₄/C₁₆/C₁₈）酰氯和聚乙二醇单甲醚（MPEG,M_n=350,550,750,1 000 g/mol）为原料,合成了一系列新型非离子型表面活性剂N-长链碳酰基-L-苯丙氨酸单甲基聚乙二醇酯（Rn-L-MPEG）,系统研究了表面张力、界面张力和土壤吸附性与其结构之间的关系。结果表明：随着MPEG分子量的增大,Rn-L-MPEG的表面张力逐渐下降;随着酰氯中烷基链的增长,Rn-L-MPEG的表面张力呈现增大趋势,系列表面活性剂中R12-L-MPEG1000具有最低的表面张力28.11 mN/m;Rn-L-MPEG的界面张力随分子结构变化的规律同表面张力;随着MPEG分子量的增大,Rn-L-MPEG的饱和吸附量逐渐增大,随着酰氯中烷基链的增长,Rn-L-MPEG的饱和吸附量呈现下降趋势。     

聚丙烯酰胺复配物提高微细粉尘湿润效果的试验

为了提高微细粉尘的除尘效果,将聚丙烯酰胺（PAM）与琥珀酸二辛酯磺酸钠（AOT）等进行复配,并分别测定了粉尘的沉降时间、溶液表面张力及其紫外吸收光谱。结果表明,AOT与PAM复配后,形成了新的物质,可降低溶液表面张力和粉尘沉降时间,从而提高微尘湿润效果。     

Spatial distribution of soil heavy metal pollution estimated by different interpolation methods: accuracy and uncertainty analysis

Mapping the spatial distribution of contaminants in soils is the basis of pollution evaluation and risk control. Interpolation methods are extensively applied in the mapping processes to estimate the heavy metal concentrations at unsampled sites. The performances of interpolation methods (inverse distance weighting, local polynomial, ordinary kriging and radial basis functions) were assessed and compared using the root mean square error for cross validation. The results indicated that all interpolation methods provided a high prediction accuracy of the mean concentration of soil heavy metals. However, the classic method based on percentages of polluted samples, gave a pollution area 23.54-41.92% larger than that estimated by interpolation methods. The difference in contaminated area estimation among the four methods reached 6.14%. According to the interpolation results, the spatial uncertainty of polluted areas was mainly located in three types of region: (a) the local maxima concentration region surrounded by low concentration (clean) sites, (b) the local minima concentration region surrounded with highly polluted samples; and (c) the boundaries of the contaminated areas.     

总溶解性固体及表面活性剂对微孔曝气氧传质过程影响的中试研究

污水中总溶解性固体(TDS)与表面活性剂的浓度是影响微孔曝气性能的两个重要的因素.本研究以中试为基础,分别研究了TDS及表面活性剂浓度变化对微孔曝气氧传质过程中氧转移系数(KLa)的影响.当TDS浓度在0～1000mg·L-1变化时,氧转移系数KLa变化甚微;当TDS浓度从2000mg·L-1增加到8000mg·L-1时,KLa明显增大;当TDS浓度高于8000mg·L-1时,KLa趋于平缓.当表面活性剂(十二烷基苯磺酸钠(SDBS))的浓度在0～20mg·L-1变化时,KLa先减小,后增大.     

拉伸式外加电流阴极保护技术在自升式平台的应用

目的为自升式平台的腐蚀控制提供了一个良好的解决方案。方法根据自升式平台桩腿结构特点和使用维护要求,设计一种竖直拉伸式的辅助阳极。该阳极系统集成了特种抗拉伸电缆,依靠平台上部的固定点和置于海床上的配重进行拉伸固定。根据平台需要经常移动的特点设计一键自动提升装置。采用计算机数值模拟对系统的安装位置进行优化设计,使该系统达到最佳的保护效果。结果系统运行1年后,测得桩腿电位范围为-860~-950 m V,水下检测桩腿无明显腐蚀现象。结论该技术可有效地对自升式平台桩腿进行保护,确保了自升式平台桩腿在设计使用年限中的正常使用。     

Chemical self-organization in self-assembling biomimetic systems

Far-from-equillibrium oscillating chemical reactions are among the simplest systems showing complex behaviors and emergent properties. This class of reactions is often employed to mimic and understand the mechanisms of a great variety of biological processes. In this context, pattern formation due to the coupling between reaction and transport phenomena represent an active and promising research area. In this paper, we present results coming from experiments where we tried to blend the structural properties of self-assembled matrixes (sodium dodecyl sulphate micelles and phospholipid bilayers) together with the evolutive peculiarities of the Belousov–Zhabotinsky reaction. A series of interesting dynamical behaviors, like spatio-temporal chaos, stationary patterns and segmented waves, were found in reaction–diffusion and reaction–diffusion–convection experiments.     

The effect of surface-active solutes on water flow and contaminant transport in variably saturated porous media with capillary fringe effects

Organic contaminants that decrease the surface tension of water (surfactants) can have an effect on unsaturated flow through porous media due to the dependence of capillary pressure on surface tension. We used an intermediate-scale 2D flow cell (2.44 x 1.53 x 0.108 m) packed with a fine silica sand to investigate surfactant-induced flow perturbations. Surfactant solution (7% 1-butanol and dye tracer) was applied at a constant rate at a point source located on the soil surface above an unconfined synthetic aquifer with ambient groundwater flow and a capillary fringe of approximately 55 cm. A glass plate allowed for visual flow and transport observations. Thirty instrumentation stations consist of time domain reflectometry probes and tensiometers measured in-situ moisture content and pressure head, respectively. As surfactant solution was applied at the point source, a transient flow perturbation associated with the advance of the surfactant solution was observed. Above the top of the capillary fringe the advance of the surfactant solution caused a visible drainage front that radiated from the point source. Upon reaching the capillary fringe, the drainage front caused a localized depression of the capillary fringe below the point source because the air-entry pressure decreased in proportion to the decrease in surface tension caused by the surfactant. Eventually, a new capillary fringe height was established. The height of the depressed capillary fringe was proportional to height of the initial capillary fringe multiplied by the relative surface tension of the surfactant solution. The horizontal transport of surfactant in the depressed capillary fringe, driven primarily by the ambient groundwater flow, caused the propagation of a wedge-shaped drying front in the downgradient direction. Comparison of dye transport during the surfactant experiment to dye transport in an experiment without surfactant indicated that because surfactant-induced drainage decreased the storage capacity of the vadose zone, the dye breakthrough time to the water table was more than twice as fast when the contaminant solution contained surfactant. The extensive propagation of the drying front and the effect of vadose zone drainage on contaminant breakthrough time suggest the importance of considering surface tension effects on unsaturated flow and transport in systems containing surface-active organic contaminants or systems, where surfactants are used for remediation of the vadose zone or unconfined aquifers.