Groundwater Division, CSIR-Water Research Institute, P. O. Box M 32, Accra, Ghana.
Department of Spatial Planning and Environmental Sciences, Faculty of Geodesy and Cartography, Warsaw University of Technology, Pl Politechniki 1, 00-661 Warsaw, Poland.
J Contam Hydrol. 2022 Oct;250:104054. doi: 10.1016/j.jconhyd.2022.104054. Epub 2022 Jul 28.
Permeable adsorptive barriers (PABs) consisting of individual (compost, zeolite, and brown coal) and composite (brown coal-compost and zeolite-compost) adsorbents were evaluated for their hydraulic performance and effectiveness in removing aqueous benzene using batch and column experiments. Different adsorption isotherms and kinetic models and different formulations of the equilibrium advection-dispersion equation (ADE) were evaluated for their capabilities to describe the benzene sorption in the media. The batch experiments showed that the adsorption of benzene by the adsorbents was favourable and could be adequately described by the Freundlich and Langmuir isotherms and the pseudo-second-order kinetic model. Particle attrition and structural reorganization occurred in the columns, possibly introducing preferential flow paths and resulting in slight changes in the final hydraulic conductivity values (4.3 × 10 cm s-1.7 × 10 cm s) relative to the initial values (4.2 × 10 cm s-2.14 × 10 cm s). Despite the fact that preferential flow appeared to have an impact on the performance of the investigated adsorbents, the brown coal-compost mixture proved to be the most effective adsorbent. It significantly delayed benzene breakthrough (R = 29), indicating that it can be applied as a low-cost effective adsorbent in PABs for sustainable remediation of benzene-contaminated groundwater. The formulated transport models could fairly describe the behaviour of benzene in the investigated media under dynamic flow conditions; however, model refinement and additional experimental studies are needed before pilot/full-scale applications to improve the fits and verify the benzene removal processes. Our results generally demonstrate how such studies can be useful in evaluating potential reactive barrier materials.
采用批式和柱式实验,评估了由单个(堆肥、沸石和褐煤)和复合(褐煤-堆肥和沸石-堆肥)吸附剂组成的可渗透吸附阻隔层(PAB)在去除水相苯方面的水力性能和效果。评估了不同的吸附等温线和动力学模型以及平衡对流-弥散方程(ADE)的不同公式,以评估它们描述介质中苯吸附的能力。批式实验表明,吸附剂对苯的吸附是有利的,可以用 Freundlich 和 Langmuir 等温线和准二级动力学模型来充分描述。在柱中发生了颗粒磨损和结构重组,可能引入了优先流路径,导致最终水力传导率值(4.3×10^-5cm/s-1.7×10^-5cm/s)相对于初始值(4.2×10^-5cm/s-2.14×10^-5cm/s)略有变化。尽管优先流似乎对所研究的吸附剂的性能有影响,但褐煤-堆肥混合物被证明是最有效的吸附剂。它显著延迟了苯的突破(R=29),表明它可以作为低成本有效的吸附剂应用于 PAB 中,用于可持续修复受苯污染的地下水。所制定的传输模型可以很好地描述苯在动态流动条件下在研究介质中的行为;然而,在进行中试/全规模应用之前,需要进行模型细化和额外的实验研究,以提高拟合度并验证苯去除过程。我们的结果总体上表明了此类研究如何有助于评估潜在的反应性阻隔材料。