油田洗井污水车载式处理技术的研究与应用

本污水处理装置能够有效处理油田注水洗井过程中排放的含油污水。利用车载式污水处理技术研究成果，对传统的注水井洗井污水排放土油池的流程进行了改进，在装置内进行除砂、除油、沉降、过滤后，进行循环使用，使洗井污水处理回收效果得到了明显的改善，实现了污油、污水不落地，达到了节约资源、保护环境的目的，并在实践中得到了一些有益的经验，供其他油田借鉴。     

闭式循环冲渣水结垢分析及运行管理

介绍了小龙潭电厂冲渣水闭式循环系统，分析了渣水水质及结垢原理，阐述了防垢处理的主要方法及运行管理。     

胶态泡沫在饱和介质迁移特性及对PCE冲洗效果

利用表面活性剂胶态微泡沫冲洗技术来提高四氯乙烯（PCE）在地下水的溶解性和流动性,提高污染物迁移通量,强化去除效果.主要工艺参数和影响因素对泡沫稳定性的影响,结果表明4000r/min的搅拌转数即可产生稳定的胶态微泡沫,泡沫稳定性随表面活性剂浓度增大有小幅度提高,PCE对泡沫稳定性有不利影响;胶态微泡沫在含水层的迁移规律表明,泡沫前端迁移时不断破裂并气液分离,形成气体在上部,液体在下部,后续泡沫稳定向前推流的迁移模式,泡沫在含水层中受到地下水的静水压力,与在土壤迁移相比其体系压力更大,泡沫破裂更严重、迁移速率更慢;和液体冲洗相比,泡沫冲洗对PCE增溶增流效果明显,介质粒径为0.1~0.25mm、0.25~0.5mm和0.5~1mm时,PCE去除率分别达到83.7%、90.8%和98.2%,介质粒径越大,去除效果越明显.     

蠕变-渗流耦合作用下水力冲孔周围煤体渗透率时空演化规律

为了研究水力冲孔周围煤体瓦斯运移规律,研究了水力冲孔周围煤体的应力、体积应变和孔径变化规律,建立了蠕变-渗流耦合作用下的水力冲孔周围煤体渗透率动态演化模型,揭示了水力冲孔周围煤体渗透率的时空演化规律,阐明了蠕变变形和基质收缩对渗透率的控制作用机理。研究结果表明:水力冲孔措施可以大幅度提高钻孔周围煤体的渗透率,在空间上煤体渗透率随距离呈负幂函数关系迅速降低（K=2×10-16 r -2.4）;在时间上煤体渗透率随抽采时间的延长而逐渐增大,但是增加梯度会逐渐降低;水力冲孔周围煤体渗透率的增加主要受到煤的蠕变变形控制,基质收缩效应虽然有利于渗透率的增加,但对渗透率的贡献远小于煤体的蠕变变形;钻孔由于蠕变变形会产生缩孔现象,很容易堵塞抽采通道,此时即使渗透率大幅度的提高,也很难保证抽采效果,因此迫切需要制定相应的防堵孔措施。     

FLUSHING CHARACTERISTICS OF A MISSISSIPPI DEAD-END CANAL SYSTEM1

ABSTRACT: A study of residential canal system on the Mississippi Gulf Coast and adjacent natural water bodies was conducted to determine the relationship in flushing characteristics between man-made and natural systems. The comparison was based on measurements of temperature, salinity, conductivity, coliform, pH, transparency, biological oxidation demand, dissolved oxygen, bathymetry, tides, water velocity, and Rhodamine dye concentrations. The results indicate that coliform bacteria increase with increasing distance of stations from St. Louis Bay and dissolved oxygen decreases in a similar manner. Biological oxidation demand was low at all stations; showing no differences between natural and man-made systems. The canal system Studied was shallower than adjacent water bodies and water velocities in the canal system are a function of tidal amplitude while velocities in the river are affected by both tides and runoff. The other parameters measured show little or no differences between natural and man-made systems, but reflect overall seasonal changes. Flushing rates between the residential canal systems and an adjacent natural system are equivalent on the basis of decline in dye concentrations measured over a five-day period.     

Enhanced flushing of polychlorinated biphenyls contaminated sands using surfactant foam: Effect of partition coefficient and sweep efficiency

Foam flushing is an in situ soil remediation technology based on the traditional surfactant flushing method. The contribution of mobility control to contaminant removal by foam is helpful for improving this technology. Foam flushing of polychlorinated biphenyl (PCB)-contaminated unconsolidated media was performed to evaluate the effect of the partition coefficient (PC) and sweep efficiency (SE) on PCB removal. Column flushing with surfactant solution and foam with different types and concentrations of surfactant was carried out for PCB removal. Two types of quartz sand were investigated to evaluate the Jamin effect on the SE value of the washing agent. The results demonstrate that a small PC value and large SE value are necessary to achieve high PCB removal for foam flushing. Compared with solution flushing, the introduction of foam can effectively control the mobility of the washing agent. Similar to solution flushing, solubilization is a key factor which dominates the removal of PCBs in foam flushing. In addition, the SE value and PCB removal by foam flushing is less affected by particle size. Therefore, foam flushing was proved to be more effective in porous media with low hydraulic conductivity and high porosity. An integrated flushing with water, surfactant solution and foam was performed and the results prove that this technology successfully combines the advantages of solution solubilization and mobility control by foam, and thus further increases the remediation efficiency of PCBs to 94.7% for coarse sand.     

重金属污染土壤淋洗技术的基础研究与工程应用进展

随着城市结构调整,工业企业易地搬迁后遗留下大量污染场地,严重威胁人居环境,亟待开展土壤修复.土壤淋洗技术具有工艺简单、处理范围广、修复效率高和治理费用相对低廉等优点,是目前修复重金属污染土壤最有效的技术之一,同时对于有机物污染土壤也具有显著修复效果.经过大量资料、文献调研,系统梳理土壤淋洗技术在国内的研究现状,结合实际...     

改进GC/ECD法连续测定大气中的CFCs

基于气相色谱仪 (GC)和电子捕获检测器 (ECD) ,设计了一种连续测量大气中痕量氯氟烃的自动系统。系统色谱基线稳定 ,分离效果好 ,定性、定量准确可靠 ,系统高度自动化 ,长期运行无需人值守 ,自动校正数据 ,定时进行严格的质量控制 ;系统具有较高的现场测量频率 (6次 /h) ,改进的反吹 /外切设计使CFCs色谱峰不再受氧峰的干扰 ,大大延长了检测器的寿命 ,使长期连续观测成为可能。系统设计在分离效果方面优于世界气象组织 (WMO)全球大气监测网 (GAW )目前所使用的测量大气本底CFCs的方法 ,采用美国EPA认可的标气 ,外标工作曲线法测定大气CFCs的浓度 ,最低检测限可达1pL/L ,检测精密度小于 1 % ,准确度在± 3%之内 ,可用于我国本底大气观测站对CFCs的连续测定     

Quantification of Water, Salt and Nutrient Exchange Processes at the Mouth of A mediterranean Coastal Lagoon

Vassova lagoon is a typical Mediterranean (small, shallow, micro-tidal, well-mixed) coastal lagoon, receiving limited seasonal freshwater inflows from direct precipitation and underground seepage. An intensive study was carried out in order to quantify the mechanisms responsible for the intra-tidal and residual transport of water, salt, nutrients and chlorophyll at the mouth of this lagoon and to assess the lagoon's flushing behavior. Results indicated that although the system is micro-tidal, tidal effects appeared to be the dominant factor for the longitudinal distribution of physical and chemical parameters, while the associated residual flow is also important and serves as a baseline measure of overall circulation. However, analysis of the net longitudinal currents and fluxes of water, salt and nutrients revealed the importance of non-tidal effects (wind effect and precipitation incidents) in the mean tidal transport. It is shown that the Eulerian residual currents transported water and its properties inwards under southern winds, while a seaward transport was induced during precipitation incidents and northern winds. The Stokes drift effect was found an order of magnitude lower than the Eulerian current, directed towards the lagoon, proving the partially-progressive nature of the tide. Nutrients and chlorophyll-α loads are exported from the lagoon to the open sea during the ebb phase of the autumn and winter tidal cycles, associated with the inflow of nutrient-rich freshwater, seeped through the surrounding drainage canal. The reverse transport occurs in spring and early summer, when nutrients enter the lagoon during the flood tidal phase, from the nutrient-rich upper layer of the stratified adjacent sea. Application of a tidal prism model shows that Vassova lagoon has a mean flushing time of 7.5 days, ranging between 4 to 18 days, affected inversely by the tidal oscillation.     

Enhanced Desorption of Phenanthrene from Soils Using Hydroxypropyl‐β‐cyclodextrin: Experimental Results and Model Predictions

Objective of this study was to evaluate the effects of hydroxypropyl‐β‐cyclodextrin (HPCD) on the removal of phenanthrene from solid phase. Batch tests for the phenanthrene distribution between aqueous and solid phase were conducted in the presence of HPCD. Column tests and numerical simulations were conducted to evaluate the roles of HPCD cavities and interaction rates between water, HPCD, and solid phase in the enhanced removal of phenanthrene. Experimental results showed that HPCD was effective in removing sorbed phenanthrene from subsurface environment, primarily due to its negligible sorption to the solid phase and the partitioning of phenanthrene into HPCD cavities. From the numerical simulations, it was found that rate‐limited partitioning of phenanthrene into HPCD cavities was most influential factor in the enhanced elution of phenanthrene. Sorption and desorption rate of phenanthrene between aqueous and solid phase was very fast or near equilibrium state. Interaction rates of contaminant between water, HPCD, and solid phase could be affected by other factors such as soil types and organic matter contents. Results from this study implied that HPCD flushing could be effectively applied for the removal of hydrophobic organic pollutants existing in the soils as sorbed or NAPL state.