钙基膨润土钠化改型的影响因素探讨

在自然界,钙基膨润土的资源量大,钠基膨润土的资源量小。前者物化性能和使用效果差,一般均须用人工钠化改型来提高其物化性能和使用效果。研究认为,钠化效果受膨润土自身质量、钠化改型剂、钠化改型剂添加量、钠化时间和钠化工艺等诸多因素影响。     

膨润土和改性膨润土对电镀污泥中重金属的稳定化处理

采集某电镀厂污泥,以膨润土和改性膨润土为稳定剂,采用TCLP毒性浸出试验分析膨润土和改性膨润土对污泥中重金属Cr、Cd、Zn和Pb的稳定化效果。未加入稳定化剂前,电镀污泥中重金属Cr、Cd、Zn和Pb的浸出毒性分别为154 mg/L、13.5 mg/L、658 mg/L和76 mg/L。稳定化试验结果表明,在膨润土和改性膨润土的投加量与干污泥的质量比分别为1∶5和3∶10,振荡时间为12 h时,浸出液中重金属质量浓度最低,稳定化效果最好。形态分析结果表明,加入膨润土和改性膨润土稳定后重金属以有机结合态和残渣态为主,与未稳定前相比污泥中重金属不稳定态的含量变少。扫描电镜和红外分析结果表明,膨润土和改性膨润土可能通过吸附和离子交换来稳定污泥中的重金属。研究表明,改性膨润土对电镀污泥中高含量重金属的稳定化效果要优于未改性膨润土的稳定化效果。     

改性活性炭对内分泌干扰物的吸附效能与机制

为提高活性炭对内分泌干扰物的吸附效率,分别采用混合酸溶液,氨水,KMnO₄溶液和表面活性剂溶液对活性炭进行改性.采用比表面积及孔隙度分析仪、扫描电子显微镜（SEM）、傅里叶红外光谱（FT-IR）和Boehm滴定法对改性后活性炭表面化学性质及孔隙特征的变化进行评价.通过静态吸附实验确定活性炭的最佳改性方法,并对改性后活性炭吸附机理进行探讨.实验结果表明,KMnO₄改性活性炭（AC-K）表现出最佳的污染物吸附性能,其对邻苯二甲酸二丁酯（DBP）、阿特拉津（Atrazine）和磺胺甲恶唑（SMZ）的去除率分别可达到94.5%、93.8%和95.5%,且吸附过程符合二级动力学方程和D-R模型.由模型计算结果可知,AC-K对目标污染物的吸附速率明显加快,其中对Atrazine的二级吸附速率常数是AC的1.75倍.AC-K对DBP、Atrazine和SMZ的理论饱和吸附量也分别比改性前分别提高了42.2%、629%和122%.经KMnO₄改性后,活性炭的吸附机制由物理吸附占主导,转化为离子交换吸附.     

NGO/PDA-DAG改性膜制备及抗污染性能研究

以多巴胺（DA）、1,3-二氨基胍盐酸盐（DAG）、氨基化氧化石墨烯（NGO）为改性剂,将氧化沉积和表面接枝法联用于聚偏氟乙烯（PVDF）原膜表面改性,得到NGO/PDA-DAG改性膜,研究改性膜的制备条件及其抗污染性能.结果表明：①改性膜最佳制备条件为DA浓度1.5mg/mL,DA氧化沉积时间4h,DAG质量浓度1wt%,NGO浓度2mg/mL,NGO接枝时间1h;②改性膜的亲水性能改善明显.改性剂向膜面引入了-NH₂、C=N、-OH、C=O等亲水性官能团,使静态接触角由68.7°（原膜）下降到38.7°（改性膜）;③改性膜比原膜具有更高的机械强度.改性层改善了原膜表面应力传递盲区,使改性膜表面粗糙度由原膜的46.5nm下降到18.3nm.改性膜的拉伸强度和杨氏模量分别为22.83和376.25Mpa,比原膜提高了39.72%和13.57%;④改性膜的选择透过性和抗有机污染性能显著提高.与原膜相比,改性膜对牛血清白蛋白（BSA）的截留率提高18.64%、纯水通量恢复率提高34.08%、膜总污染率下降20.67%（可逆污染率提高13.41%、不可逆污染率下降34.08%）;⑤改性膜抗菌性能强,且抗菌效果稳定持久.改性膜连续4次抗菌测试（38℃下接触2h）的平均抗菌率分别为92.3%、88.5%、87.9%、85.6%,能有效防止生物膜污染发生,而原膜无任何抗菌特性.     

二氧化硅-聚苯胺-氧化石墨烯复合纳米材料改性水性涂层的制备及防腐蚀性能研究

目的将SiO2-PANI-GO三维复合物添加到水性醇酸涂层中,并对改性涂层防腐蚀性能进行研究。方法将纤维状的PANI和球状SiO2与片状的GO进行复合,通过扫描电子显微镜(SEM)、傅里叶变换红外光谱(FT-IR)、X射线衍射(XRD)对复合物进行材料表征。将纳米复合物作为填料按照1%的质量比添加到水性涂层中,利用电化学阻抗(EIS)研究涂层改性后的防腐蚀性能。结果SEM图像表明,SiO2-PANI-GO复合物为表面复合了纤维状PANI和球状SiO2的片层状GO。FT-IR及XRD证明了SiO2-PANI-GO复合物的成功制备。EIS结果表明,添加了SiO2-PANI-GO三维复合物改性后,水性醇酸涂层的阻抗提高了2个数量级,其中以SiO2与PANI-GO比例为1:4时效果最好。结论水性醇酸涂层中添加SiO2-PANI-GO/WAV三维复合物,可以增加腐蚀介质侵蚀基底的路径,有效提高涂层的防腐性能。     

改性膨润土对杭州西湖沉积物各形态磷的吸附性能

通过盐酸、碳酸钠、高温焙烧及复合改性等多种改性方法对膨润土进行改性,并借助扫描电子显微镜、傅里叶红外光谱仪及X射线衍射仪等仪器对其进行表征,探讨最佳的改性方法.结果表明,10%碳酸钠+450℃高温焙烧复合改性膨润土(Modified bentonite,MB)为最佳改性用土.对比改性前后膨润土颗粒对沉积物各形态磷吸附性能,发现MB颗粒对沉积物磷吸附性能优于膨润土原土(raw bentonite,RB)颗粒.在最佳动态吸附条件下,RB对沉积物TP、OP、IP、Fe/Al-P和Ca-P的吸附率分别为32.5%、25.4%、52.6%、34.6%和12.4%;MB对沉积物TP、OP、IP、Fe/Al-P和Ca-P的吸附率分别为35.5%、29.1%、54.5%、44.6%和10.7%.静态吸附实验结果表明:RB颗粒和MB颗粒在静态吸附时间为28 d时,对沉积物TP的吸附量分别为828.2 mg·kg~(-1)和977.2 mg·kg~(-1),相应的吸附率分别为58.2%和68.6%.MB对沉积物磷的吸附性能较好,可进一步用于富营养化湖泊沉积物磷控制.     

改性磁性纳米颗粒固定内生菌Bacillus nealsonii吸附废水中Cd2+的特性研究

从重金属超累积植物龙葵体内提取内生菌Bacillus nealsonii,采用二氧化硅改性纳米Fe_3O_4颗粒与海藻酸钠将其包埋交联进行固定化,制得一种新型球状生物吸附剂,并应用于废水中Cd~(2+)的吸附处理.同时,通过正交实验研究了该球状生物吸附剂的最佳制备条件和吸附处理条件,并采用扫描电镜等表征手段与构建吸附动力学考察了其吸附特征.结果表明,球状生物吸附剂的最佳制备条件为:改性纳米Fe3O4颗粒质量分数为0.1%,海藻酸钠质量分数为8.0%,菌液接种量为0.4%,交联时间为2 h;其最佳吸附处理条件为p H=6、吸附时间12 h、吸附剂用量(干重)2.5 g·L-1,在Cd~(2+)初始浓度为50 mg·L-1时的吸附率可达96%以上.研究发现,球状生物吸附剂的内外部结构孔隙率较大,有利于促进Cd~(2+)的吸附.该吸附过程遵循准二级反应动力学,以化学吸附为主,符合Freundlich等温吸附模型,最大单分子吸附量可达13.02 mg·g-1.解吸实验结果表明,该吸附剂具有较好的可重复利用性.     

Preparation, characterization and performance of poly(m-phenylene isophthalamide)/organically modified montmorillonite nanocomposite membranes in removal of perfluorooctane sulfonate

Nanocomposite membranes containing poly(m-phenylene isophthalamide) (PMIA) and organically modified montmorillonite (OMMT) were prepared by a combination of solution dispersion and wet-phase inversion methods, and the effects of OMMT addition on the properties and performance of fabricated nanofiltration membranes were investigated. The membranes were characterized by contact angle measurements, scanning electron microscopy (SEM), atomic force microscopy (AFM), thermogravimetric analysis, and zeta potential. The performance of the membranes was elucidated by the removal of perfluorooctane sulfonate (PFOS) at neutral pH. Increasing OMMT concentration improved the thermal stability and hydrophilicity of the membranes. The permeation and rejection of PFOS were significantly improved. The performance of fabricated nanofiltration membranes in removal of PFOS varied depending on the solute and membrane properties as well as solution conditions. Finally, a comparison between fabricated membranes and a commercial NF membrane (ESNA1-K1, Hydecanme) proved that the OMMT addition is a convenient procedure for producing nanocomposite membranes with superior properties and performance.     

改性活性炭对废水中甲醛的吸附研究

通过浸渍-焙烧的方法制得铁改性活性炭,并将之应用于废水中甲醛的吸附.分别考察了吸附时间、初始溶液质量浓度、吸附剂投加量对改性活性炭吸附甲醛效果的影响,并研究了铁改性活性炭对甲醛水溶液的等温吸附及动力学.结果表明:在25℃、活性炭投加量为10 g/L、吸附时间为360 min时,铁改性活性炭对甲醛的去除率为91.8％;用准一级、准二级及内扩散动力学模型拟合吸附过程,准二级动力学模型符合该吸附过程;用Langmuir和Freundlich模型描述等温吸附过程,该吸附过程服从Langmuir模型,饱和吸附量为3.396 7mg/g.     

Innovative combined technique for high concentration of azo dye AR18 wastewater treatment using modified SBR and enhanced Fenton process as post treatment

The purpose of this research was to evaluate the performance of combined biological/advanced oxidation process (AOP) system for treatment of wastewater containing high concentration (500 mg/L) of azo dye Acid Red 18 (AR18). Two alternating anaerobic–aerobic sequencing batch reactors (SBR1 and SBR2 without and with external feeding at the beginning of aeration cycle, respectively) were operated. The effluent of the SBRs was then post treated through enhanced Fenton process (using zero-valent iron combined with ultrasonic irradiation). More than 90% and 97% of COD was removed in the combined SBR/AOP system without external carbon source (CTS1) and with external feeding (CTS2), respectively. The analysis of dye and its metabolites using UV–vis and HPLC analysis also proved that 99% of the original dye was decolorized and more than 89% of its metabolites were degraded through CST2 which is significantly higher than the reported values in the literature. Besides, more than 87% of phosphorus removal efficiency was obtained in CST2 compared to only 54.5% removal efficiency in CST1. Regarding the findings of this study, the proposed combined treatment system (CTS2) can be suggested as an effective technique for treatment of high azo dye AR18 concentration wastewater.