Treatment of low turbidity water by sweep coagulation using bentonite

A novel strategy of sweep coagulation to treat low turbidity water is presented herein. Study findings demonstrated that an Na⁺‐saturated bentonite with medium cation exchange capacity (CEC) resulted in significant turbidity removal at a bentonite dosage of 30 mg dm^?3. Bentonite dispersion with fully delaminated platelets tended to undergo a more porous type of coagulation with intense face‐to‐face interactions of platelets and effectively entrapped TiO₂ particles in band‐type structures. This type of coagulation usually results in a large volume of settled flocs with a fluffy structure and excellent turbidity removal efficiency for sweep coagulation. The sign and magnitude of electrical charge on TiO₂ particles has a minor effect on the efficiency of sweep coagulation. Copyright © 2005 Society of Chemical Industry     

关于成都膨胀土地区边坡稳定性的探讨

成都市三环路建设中 ,膨胀土边坡稳定性研究是大家关心的重要课题。膨胀土边坡土体中的吸力变化直接影响到其稳定性 ,参照“人工神经网络技术”中的吸力经验公式 ,以三环路东一B标段的路堤边坡为例 ,采用“条分法”进行预测分析 ,并有针对性地进行防护处理取得了较好的效果。     

膨润土在废水处理中的应用综述

随着环境保护标准的日益严格，开发新型、廉价、高效的水处理材料也日趋紧迫。首先简要地介绍了非金属矿物材料——膨润土的矿物学特征。这些特征使得膨润土具有许多优良的基本特性，如电负性、离子交换性能等等。如果进一步针对膨润土的一种或者某些特性加以改性，膨润土就非常有可能在实际工程中被广泛应用。其次较为详细地综述了膨润土在废水处理中应用的现状，主要是作为制备吸附剂和絮凝剂的原料。而且，由膨润土改性所制成的吸附剂或絮凝剂对废水中的无机、有机污染物都有较为理想的去除率。最后，对膨润土的应用前景进行了展望。     

吸水膨胀型膨润土/交联聚丙烯酰胺颗粒堵剂

使丙烯酰胺、少量N，N-亚甲基双丙烯酰胺在钙膨润土存在下进行水溶液引发接枝共聚合，聚合产物经造粒、粉碎、筛分，得到粒径0．5～1．0mm的颗粒堵剂。根据颗粒堵剂吸水量大小确定丙烯酰胺与膨润土最佳质量比为7：1，引发剂最佳用量为500g／t，交联剂最佳用量为300g／t，吸水量与这3个参数之间的关系曲线都经过最大值，颗粒堵剂在去离子水中的吸水量为560～650mL/g。该堵剂已大规模生产，在胜利、中原油田许多采油厂已用于调剖、堵水和调驱施工，在青海、江苏、大港、冀东等油田也已开始使用。在胜利东辛采油厂的一个井组，连续3个月在3口井注入该堵剂共27t，使井口压力上升3MPa，产油量大幅度增加。表l参l。     

Degradable Superhydrophilic Iron-Pillared Bentonite Doped with Polybutylene Adipate/Terephthalate Open-Cell Foam: Its Application in Dye Degradation,Removal of Heavy Metal Ions,and Oil–Water Separation

Development of industrialization has brought convenience to people's lives; however, it has also brought serious harm to the environment, where, water pollution is the most obvious. Here, a polybutylene adipate terephthalate (PBAT) open-cell foam doped with iron-pillared bentonite (IPB) is prepared by using sugar as a pore-forming agent and solution phase separation, and then combined with a solution dipping method to coat the foam surface with a polyacrylamide/SiO₂, which makes the PBAT foam superhydrophilic. The static adsorption effect of superhydrophilic IPB-doped PBAT open-cell foam on methylene blue (MB) and Cu²⁺ is studied. The adsorption isotherm fitting shows that the adsorption conforms to the Langmuir model and it has biased toward monolayer adsorption. The adsorption kinetics fitting confirms that the adsorption process is in line with the pseudo-second-order adsorption model, which is dominated by chemical adsorption. The modified PBAT open-cell foam has an adsorption effect on Cu²⁺; however, it has weak cyclic adsorption capacity. It shows a good cyclic adsorption ability for the cationic dye MB and it has >95% photodegradation efficiency of the MB after five time's cyclic adsorption. The superhydrophilicity makes the foam to have better applications in oil–water separation.     

Fe(Ⅲ)改性膨润土光催化降解水溶液中的4-氯苯酚

以Fe（Ⅲ）离子交换改性膨润土,制得一种多相Fenton催化剂;以4-氯苯酚为模型污染物,研究不同反应条件的影响。结果表明,复合催化剂主要含SiO2及α-Fe2O3两种晶型,Fe是以高催化活性的α-Fe2O3形式存在。复合催化剂在H2O2及紫外光的协同作用下,经60 min反应后对4-氯苯酚的降解率约100%,TOC去除率约70%,且其循环使用性能较好。在实际操作过程中,控制溶液体系的pH值为6以及H2O2与4-氯苯酚浓度比约15较为适宜;在4-氯苯酚的降解过程中,C—Cl键持续断裂,Cl-被释放出来,降解过程生成了一些不含氯的中间产物。     

改性皂土催化下甲苯的浓硝酸硝化(Ⅶ)

在皂土硝酸盐催化下，甲苯能被浓硝酸对位选择性硝化，对邻硝化产物比率达１．０以上。     

由吸附等温线分析膨润土的分形孔隙

膨润土是一种多孔的粘土材料，对气相和液相中的污染物均有很好的净化效果。为了了解其对气体的吸附性能，用氮气吸附等温线分析了2种膨润土和1种活性白土的BET比表面积和孔隙分布，并应用基于FHH模型的方法计算了它们的分形维数。结果表明，普通膨润土的分形维数接近2，而活性白土的达到了2．59。讨论了孔隙度、比表面积以及分形维数等参数与吸附量的关系，表明分形维数更能反映膨润土对气体的吸附性能。     

微波法制备的有机膨润土及吸附性能研究

研究了利用微波制备双阳型有机膨润土的适宜条件,对微波法制备有机膨润土的机理进行了分析,并与常规法合成的有机膨润土在结构与吸附性能方面进行了对比。结果表明,微波法制备双阳型有机膨润土的适宜条件为两种阳离子型表面活性剂总用量为100CEC,微波辐照能量210J/mL。与常规湿法的相比,有机膨润土的层间距、有机碳含量有所提高,对染料的去除率有较大提高。     

中低品位膨润土的有机化及在泥浆中的应用

以新疆乌兰陵格产中低品位钠基膨润土为原料,用十六烷基三甲基铵盐(氯化物D1631和溴化物CTAB)作插层剂,制备有机膨润土。通过实验确定了制备有机膨润土的季铵盐加入量是85～90mmol/100g土。用红外(FTIR)、X-衍射(XRD)和扫描电镜(SEM)表征了有机土结构。FTIR谱显示有机插层剂已进入膨润土的层间,XRD特征峰位移表明膨润土的层间距由1.23nm增加到3.26nm。SEM观察到有机土形貌显著改变,颗粒松散。结果表明膨润土的层间距增大,粒层厚度约为72nm左右。测试了有机膨润土的钻井油基泥浆性能,结果表明,其塑性粘度为7.0mPa·s,表观粘度为8.5mPa·s,动切力为1.5Pa,滤失量40.0mL,均已达到钻井液用有机土的质量指标要求。