Adsorption performance of fixed-bed column for the removal of Fe (II) in groundwater using activated carbon made from palm kernel shells

3rd International Conference on Chemical Engineering Sciences and Applications 2017

Sylvia, N.^1 ; Hakim, L.^1 ; Fardian, N.^2 ; Yunardi, Y.^3

Department of Chemical Engineering, Malikussaleh University, Lhokseumawe

24351, Indonesia^1

Department of Nutrition, Medical School, Malikussaleh University, Lhokseumawe

24351, Indonesia^2

Department of Chemical Engineering, Syiah Kuala University, Banda Aceh

23111, Indonesia^3

关键词: Acceptable limit;    Adsorption performance;    Break through curve;    Fixed bed columns;    Fixed-bed adsorption;    Ion concentrations;    Palm kernel shells;    Thomas models;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/334/1/012030/pdf
DOI  :  10.1088/1757-899X/334/1/012030

来源: IOP

【 摘 要 】

When the manganese is under the acceptable limit, then the removal of Fe (II) ion, the common metallic compound contained in groundwater, is one of the most important stages in the processing of groundwater to become potable water. This study was aimed at investigating the performance of a fixed-bed adsorption column filled, with activated carbon prepared from palm kernel shells, in the removal of Fe (II) ion from groundwater. The influence of important parameters such as bed depth and the flow rate was investigated. The bed depth adsorbent was varied at 7.5, 10 and 12 cm. At a different flow rate of 6, 10 and 14 L/minute. The Atomic Absorb Spectrophotometer was used to measure the Fe (II) ion concentration, thereafter the results were confirmed using a breakthrough curve showing that flow rate and bed depth affected the curve. The mathematical model that used to predict the result was the Thomas and Adams-Bohart model. This model is used to process design, in which predicting time and bed depth needed to meet the breakthrough. This study reveals that the Thomas model was the most appropriate one, including the use of Palm Kernel Shell for processing groundwater. According to the Thomas Model, the highest capacity of adsorption (66.189 mg/g) of 0.169-mg/L of groundwater was achieved with a flow rate of 6 L/minute, with the bed depth at 14 cm.