Department of Civil & Environmental Engineering, George Washington University, 800 22nd Street, Washington, Washington D.C. 20052, United States.
Geosyntec Consultants, Inc, 10211 Wincopin Circle, Fourth Floor, Columbia, Maryland 21044, United States.
Environ Sci Technol. 2024 May 14;58(19):8531-8541. doi: 10.1021/acs.est.3c08251. Epub 2024 May 1.
Colloidal activated carbon (CAC) is an emerging technology for the in situ remediation of groundwater impacted by per- and polyfluoroalkyl substances (PFAS). In assessing the long-term effectiveness of a CAC barrier, it is crucial to evaluate the potential of emplaced CAC particles to be remobilized and migrate away from the sorptive barrier. We examine the effect of two polymer stabilizers, carboxymethyl cellulose (CMC) and polydiallyldimethylammonium chloride (PolyDM), on CAC deposition and remobilization in saturated sand columns. CMC-modified CAC showed high mobility in a wide ionic strength (IS) range from 0.1 to 100 mM, which is favorable for CAC delivery at a sufficient scale. Interestingly, the mobility of PolyDM-modified CAC was high at low IS (0.1 mM) but greatly reduced at high IS (100 mM). Notably, significant remobilization (release) of deposited CMC-CAC particles occurred upon the introduction of solution with low IS following deposition at high IS. In contrast, PolyDM-CAC did not undergo any remobilization following deposition due to its favorable interactions with the quartz sand. We further elucidated the CAC deposition and remobilization behaviors by analyzing colloid-collector interactions through the application of Derjaguin-Landau-Verwey-Overbeek theory, and the inclusion of a discrete representation of charge heterogeneity on the quartz sand surface. The classical colloid filtration theory was also employed to estimate the travel distance of CAC in saturated columns. Our results underscore the roles of polymer coatings and solution chemistry in CAC transport, providing valuable guidelines for the design of in situ CAC remediation with maximized delivery efficiency and barrier longevity.
胶态活性炭 (CAC) 是一种新兴的地下水原位修复技术,可用于处理受全氟和多氟烷基物质 (PFAS) 污染的地下水。在评估 CAC 屏障的长期有效性时,评估已放置的 CAC 颗粒有被迁移并从吸附屏障中迁移出来的潜力至关重要。我们研究了两种聚合物稳定剂羧甲基纤维素 (CMC) 和聚二烯丙基二甲基氯化铵 (PolyDM) 对饱和砂柱中 CAC 沉积和迁移的影响。CMC 改性 CAC 在 0.1 至 100mM 的宽离子强度 (IS) 范围内表现出高迁移性,有利于在足够的规模上输送 CAC。有趣的是,低 IS(0.1mM)下 PolyDM 改性 CAC 的迁移性很高,但在高 IS(100mM)下则大大降低。值得注意的是,在高 IS 沉积后引入低 IS 溶液时,沉积的 CMC-CAC 颗粒会发生显著的再迁移(释放)。相比之下,由于与石英砂的有利相互作用,PolyDM-CAC 在沉积后不会发生任何再迁移。我们通过应用德加古因-兰德维维尔-奥弗贝克理论和包括石英砂表面电荷异质性的离散表示来分析胶体-收集器相互作用,进一步阐明了 CAC 的沉积和再迁移行为。还采用了经典胶体过滤理论来估计 CAC 在饱和柱中的迁移距离。我们的研究结果强调了聚合物涂层和溶液化学在 CAC 传输中的作用,为提高输送效率和屏障耐久性的原位 CAC 修复设计提供了有价值的指导。