The Efficiency of Clay-Based Adsorbent in Fluoride Removal from Groundwater: Adsorption Process

被引:2
作者
Patrick, Muhizi [1 ]
机构
[1] UIE Chandigarh Univ, Dept Civil Engn, Mohali, India
来源
JOURNAL OF MINING AND ENVIRONMENT | 2023年 / 14卷 / 03期
关键词
Adsorbent; Ceramic clay; Drinking water; Fluoride removal; Remediation technology; WATER;
D O I
10.22044/jme.2023.12933.2348
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Excessive amounts of fluoride present in underground water sources are a major health concern worldwide. This study presents a new way to address the global health issue of high fluoride concentrations in groundwater using the abundantly available and cost-effective adsorbent material activated kaolinite clay "WR@KN". The physical and chemical activation methods are employed to enhance its adsorption capacity. The optimum conditions for fluoride removal are determined through batch adsorption experiments, with a maximum adsorption capacity of 0.745 mg/g at pH 6, a particle size of 10 & mu;m, a mixing speed of 210 rpm, a temperature of 24 & DEG;C, an initial fluoride concentration of 5.5 mg/L, a dose of 0.7 g activated WR@KN, and a contact period of 240 minutes. WR@KN successfully removes fluoride ions from 5.5 to 0.28 mg/L. The Langmuir isotherm model is found to be the most suitable for describing the adsorption behavior of fluoride on the WR@KN surface with an R2 of 0.99984. The adsorption kinetic modeling shows that the pseudo-second-order model is the best fit with 0.754 mg/g, indicating that the fluoride adsorption process is chemisorption. The exothermic nature of the fluoride adsorption process is confirmed by a negative value of & UDelta;H & DEG; (-77.08). The regenerated WR@KN adsorbent could remove fluoride effectively for the first four cycles but its performance deteriorated in the subsequent cycles. Increasing the ionic strength enhances the fluoride removal efficiency. Overall, the results suggest that the WR@KN adsorbent can be a promising material for cost-effective fluoride removal from groundwater.
引用
收藏
页码:839 / 851
页数:13
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