十二烷基三甲基溴化铵膨润土处理低浓度U(VI)废水试验研究
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作者单位:

1.东华理工大学 核资源与环境国家重点实验室, 江西 南昌 330013 ; 2.东华理工大学 水资源与环境工程学院, 江西 南昌 330013 ;3.浙江万里学院 生物与环境学院, 浙江 宁波 315000 ; 4.江西省地质局, 江西 南昌 330001

作者简介:

王丝雨(1996—),女,山东烟台人,汉族,硕士研究生,研究方向为铀矿山环境污染修复。

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中图分类号:

X758;X591

基金项目:

国家自然科学基金资助项目(41662024);江西省重点研发计划重点项目(20212BBG71011);东华理工大学研究生创新基金(YC2020-S503)


Removal of low concentration U(VI) in wastewater by dodecyl trimethyl ammonium bromide-modified bentonite
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1.State Key Laboratory of Nuclear Resources and Environment, East China University of Technology, Nanchang 330013 , China ; 2.School of Water Resources and Environmental Engineering, East China University of Technology, Nanchang 330013 , China ; 3.College of Biological and Environmental Sciences, Zhejiang Wanli University, Ningbo 315100 , China ;4.Jiangxi Bureau of Geology, Nanchang 330001 , China

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    摘要:

    膨润土常被用于放射性核素铀的吸附与固化,但天然膨润土的硅氧结构具有较强的亲水性,导致对污染物的吸附效果较差。本文以DTAB为有机改性剂,膨润土为原料,采用共沉淀方法制备DTAB有机改性膨润土,并进行表征对比分析,并考察pH值、改性膨润土用量、温度、吸附时间、铀废水初始浓度等因素对DTAB有机改性膨润土吸附模拟废水中U(VI)的影响。得出以下结论:改性后的膨润土孔道扩大,间距扩大,而且增加了大量的疏水官能团,吸附效果得到大幅改善;试验最佳吸附条件为pH值40、改性膨润土用量01g(2g/L)、温度33315K、铀废水初始浓度10mg/L、吸附时间240min,此条件下铀去除率大于99%;动力学拟合表明,该材料吸附动力学模型符合准二级动力学模型,表明该吸附以化学吸附为主;等温吸附模型拟合表明,该吸附模型更符合Langmuir等温吸附模型,拟合最大吸附量为3445mg/g。

    Abstract:

    Bentonite is oftern used for adsorption and solidification of radionuclide uranium, but the silica structure of natural bentonite has a strong hydrophilicity, leading to a poor adsorption effect on pollutants. In this paper, DTAB organic modified bentonite was prepared by co-precipitation method with DTAB as a modifier and bentonite as raw material.And the effects of pH value,dosage of modified bentonite, temperature,adsorption time and initial concentration of U(VI) solution on the adsorption of U(VI) contained in wastewater by DTAB organic modified bentonite were investigated. It is concluded that the adsorption effect of modified bentonite is greatly improved with a wider pore and spacing as well as a large number of hydrophobic functional groups. The experimental results show that the best adsorption effect is achieved at pH 40, the modified bentonite dosage of 01g (2g/L), the temperature of 33315K, the initial concentration of U(VI)-containing wastewateras 10mg/L and the adsorption time of 240min, and the U(VI) removal rate could reach 9957% under such condition. The kinetics-equation fitting shows that the adsorption model of the material is in accordance with the quasi-secondary kinetic model, indicating that the adsorption is dominated by chemisorption. The isothermal adsorption model fitting shows that the adsorption model is more consistent with the Langmuir isothermal adsorption model, and the fitted maximum adsorption amount is 3445mg/g.

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王丝雨,周仲魁,张益硕,等.十二烷基三甲基溴化铵膨润土处理低浓度U(VI)废水试验研究[J]. 中国有色冶金, 2022, 51(5): 128-136.

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  • 收稿日期:2022-07-11
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  • 在线发布日期: 2025-12-24
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