College of Engineering, University of Kerbala, Kerbala, Iraq.
Department of Water Resources Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq.
Water Sci Technol. 2020 Apr;81(7):1494-1506. doi: 10.2166/wst.2020.241.
To apply the principles of sustainability, this study aims to prepare the composite sorbent from mixing of solid wastes that resulted from activities of treatment plants for wastewater and water supply. The manufacturing process depends on the mixing of sewage sludge with waterworks sludge at different proportions and the best mixture is modified by ferric nitrate solution. The prepared composite sorbent was evaluated as permeable reactive barrier (PRB) in the capturing of methylene blue (MB) dye presented in the simulated groundwater. Results proved that the suitable mixture of composite sorbent consisting of 0.25 g sewage sludge with 0.75 g waterworks sludge coated with aqueous solution of 2 g of Fe(NO) achieved the maximum sorption capacity. In comparison with Freundlich model, Langmuir expression described the sorption measurements in a well manner; so, the chemisorption is governed by the removal of MB with maximum adsorption capacity reached to 268.98 mg/g. Kinetic measurements could be more representative by pseudo-first-order model and this means that the sorption process is supported by physical forces. Finally, the effects of inlet concentrations and bed thickness on the migration of MB front were simulated in an efficient manner by COMSOL Multiphysics 3.5a package with root mean squared errors not in excess of 0.152.
为了应用可持续性原则,本研究旨在制备由废水处理厂和供水厂活动产生的固体废物混合而成的复合材料吸附剂。制造过程取决于不同比例的污水污泥与自来水厂污泥的混合,最佳混合物通过硝酸铁溶液进行改性。制备的复合吸附剂被评估为可渗透反应屏障(PRB),用于捕获模拟地下水中存在的亚甲基蓝(MB)染料。结果表明,由 0.25 g 污水污泥和 0.75 g 自来水厂污泥组成的合适混合物,涂有 2 g Fe(NO)的水溶液,达到了最大的吸附容量。与 Freundlich 模型相比,Langmuir 表达式更能很好地描述吸附测量;因此,化学吸附由去除 MB 控制,最大吸附容量达到 268.98mg/g。准一级动力学模型更能代表动力学测量,这意味着吸附过程由物理力支持。最后,利用 COMSOL Multiphysics 3.5a 软件包,以均方根误差不超过 0.152 的方式,对入口浓度和床层厚度对 MB 前沿迁移的影响进行了有效模拟。