阻滞全氟烷基物质的HDTMA改性膨润土竖向阻隔材料

    HDTMA-Modified Bentonite Vertical Barrier for Retaining Per- and Polyfluoroalkyl Substances

    • 摘要: 全氟烷基物质(PFAS)是一类具有环境持久性的新污染物,在军事基地、填埋场、工业场地的地下水中广泛存在,对生态系统和人体健康构成严重威胁。传统土-膨润土竖向阻隔材料对PFAS的吸附能力低,制约了其在PFAS污染地下水阻控中的应用效果。针对该问题,本文采用十六烷基三甲基溴化铵对膨润土改性,制得了HDTMA改性膨润土(HDTMA-NaB)。材料表征表明,HDTMA成功插层膨润土,并使膨润土颗粒表面Zeta电位由负转正。批吸附试验结果表明,HDTMA-NaB对四种典型PFAS的吸附容量较未改性膨润土有显著提升,这主要源于疏水相互作用和静电吸引的协同增强。在此基础上,将HDTMA-NaB掺入土-膨润土制成竖向阻隔材料。柔性壁渗透试验表明,随HDTMA-NaB掺量增加,竖向阻隔材料对全氟辛烷磺酸(PFOS)的吸附能力显著增强。HDTMA-NaB掺量为2.5%时,出流量达38倍试样孔隙体积(155天)时出流液仍未见PFOS检出,表明该竖向阻隔材料具有优异的PFAS阻滞性能。然而,HDTMA-NaB水化膨胀性显著低于未改性膨润土,试验表明掺入HDTMA-NaB会造成竖向阻隔材料渗透系数增大。本研究提出的HDTMA改性膨润土竖向阻隔材料可为阻控PFAS污染地下水的屏障材料研发提供技术支撑。

       

      Abstract: Perfluoroalkyl substances (PFAS), as a class of environmentally persistent emerging contaminants, are widely present in groundwater at military bases, landfills, and industrial sites, posing a serious threat to ecosystems and human health. Traditional soil-bentonite vertical barrier materials exhibit low adsorption capacity for PFAS, which limits their effectiveness in controlling PFAS-contaminated groundwater. To address this issue, this study modified bentonite using hexadecyltrimethylammonium bromide to produce HDTMA-modified bentonite (HDTMA-NaB). Material characterization confirmed the successful intercalation of HDTMA into the bentonite structure, resulting in a reversal of the zeta potential on the bentonite particle surfaces from negative to positive. Batch adsorption tests demonstrated a significant increase in the adsorption capacity of HDTMA-NaB for four typical PFAS compounds compared to unmodified bentonite, primarily attributed to the synergistic enhancement of hydrophobic interactions and electrostatic attraction. Subsequently, HDTMA-NaB was incorporated into a soil-bentonite mixture to fabricate a vertical barrier material. Flexible-wall permeameter tests revealed that the adsorption capacity of the barrier material for perfluorooctanesulfonic acid (PFOS) increased significantly with higher HDTMA-NaB content. When the HDTMA-NaB content was 2.5%, no PFOS was detected in the effluent even after permeation of up to 38 pore volumes (equivalent to 155 days), indicating excellent PFAS retardation performance of the barrier material. However, the hydration swelling capacity of HDTMA-NaB was notably lower than that of unmodified bentonite. Tests showed that incorporating HDTMA-NaB led to an increase in the hydraulic conductivity of the vertical barrier material. The HDTMA-modified bentonite vertical barrier material proposed in this study can provide technical support for the development of barrier materials aimed at controlling PFAS-contaminated groundwater.

       

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