EnviroRisk International, Inc., 36 Pearson Street, St. John's, NL A1A 3R1, Canada.
Environmental Engineering, Department of Civil Engineering, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St John's A1B 3X5, Canada.
Sci Total Environ. 2019 Apr 10;660:158-168. doi: 10.1016/j.scitotenv.2018.12.319. Epub 2018 Dec 27.
The fly ash from the Corner Brook Pulp and Paper (CBPP) mill was used in this study as the raw material for the preparation of a low-cost adsorbent for arsenic removal from the well water of Bell Island. The CBPP fly ash was physically activated in two different ways: (a) activation with pure CO (CAC) with the iodine number and methylene value of 704.53 mg/g and 292.32 mg/g, respectively; and (b) activation with a mixture of CO and steam (CSAC) with the iodine number and methylene value of 1119.98 mg/g and 358.95 mg/g, respectively, at the optimized temperature of 850 °C and the time of 2 h for both activations. The BET surface areas of the CAC and CSAC at the optimized conditions were 847.26 m/g and 1146.25 m/g, respectively. The optimized CSAC was used for impregnation with iron (III) chloride (FeCl) with different concentrations (0.01 M to 1 M). The study shows that the adsorbent impregnated with 0.1 M FeCl is the most efficient adsorbent for arsenic removal. Isotherm analysis shows that the Langmuir model better describes the equilibrium behavior of the arsenic adsorption from both local well water and synthesized water compared to the other models. The maximum arsenic adsorption capacity was 35.6 μg/g of carbon for local well water and 1428.6 μg/g of carbon for synthesized water. Furthermore, the kinetic behavior of arsenic adsorption from synthesized and local well water was well depicted by the pseudo-second order kinetic model.
本文以科尔布鲁克纸浆和造纸厂(CBPP)的粉煤灰为原料,通过两种不同的方法对其进行物理活化:(a)用纯 CO(CAC)在优化温度 850°C 和时间 2 h 的条件下进行活化,碘值和亚甲基值分别为 704.53mg/g 和 292.32mg/g;(b)用 CO 和蒸汽的混合物(CSAC)在优化温度 850°C 和时间 2 h 的条件下进行活化,碘值和亚甲基值分别为 1119.98mg/g 和 358.95mg/g。在优化条件下,CAC 和 CSAC 的 BET 比表面积分别为 847.26m/g 和 1146.25m/g。用不同浓度(0.01 M 至 1 M)的三氯化铁(FeCl)对优化后的 CSAC 进行浸渍。研究表明,用 0.1 M FeCl 浸渍的吸附剂是去除砷的最有效吸附剂。等温线分析表明,与其他模型相比,Langmuir 模型更能描述本地井水和合成水砷吸附的平衡行为。对于本地井水,最大砷吸附容量为 35.6μg/g 碳,对于合成水,最大砷吸附容量为 1428.6μg/g 碳。此外,合成水和本地井水的砷吸附动力学行为很好地用拟二级动力学模型描述。