ADSORPTION OF URANIUM SIMULATION WASTE USING BENTONITE:TITANIUM DIOXIDE

K. Basuki, L. A. Hasnowo, Elza Jamayanti
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引用次数: 5

Abstract

ADSORPTION OF URANIUM SIMULATION WASTE USING BENTONITE TANIUM DIOXIDE. Bentonite is a clay material of high surface area that have galleries within its structure. Bentonite that is modified with TiO2 will have high adsorption capability. In this study, natural bentonite and bentonite:TiO2 were characterized with FTIR, XRD and BET instruments to determine functional group, basal spacing, and specific surface area. This study also investigates the adsorption of bentonite:TiO2 in various environmental factors, such as pH (pH 1, 3, 5, and 8), contact time (10, 20, 30, 40, 50, 60, 70, 90, and 120 min), and initial uranium concentration (20, 40, 60, 80 ppm), and their influences on adsorption capacity, and determine the kinetics equation and adsorption isotherm. Based on FTIR analysis, a decrease in the band of O-H bond from water molecule was observed, which indicates the presence of TiO2 in bentonite interlayer structure. The XRD characterization of bentonite:TiO2 does not show diffraction peak in 001 plane. This is due to delamination of bentonite interlayer structure. Delamination is caused by the presence of TiO2 in large quantities, thus damaging the bentonite interlayer structure into irregular sheets. Bentonite as sheets will cause the basal spacing to increase and it is anticipated that XRD will find it difficult in detecting the 001 plane at a low 2 theta angle. The surface area of bentonite:TiO2 has increased by 12.04 m2/g. The maximum adsorption capacity of U(VI) took place at pH 5.0 for 70 minutes contact time and uranium concentration of 60 ppm. In this study, the adsorption kinetic and adsorption isotherm are pseudo second-order kinetic and Langmuir isotherm. The kinetic constant and maximum adsorption capacity of bentonite:TiO2 are 0.075 g/mg.min and 5.848 mg/g respectively.Keywords: Bentonite, TiO2, Adsorption, Uranium
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利用膨润土:二氧化钛吸附铀模拟废物
膨润土二氧化钛吸附模拟铀废物。膨润土是一种高表面积的粘土材料,在其结构中有画廊。经TiO2改性的膨润土具有较高的吸附性能。本研究采用FTIR、XRD和BET等仪器对天然膨润土和膨润土:TiO2进行了表征,确定了官能团、基间距和比表面积。本研究还考察了膨润土:TiO2在pH (pH 1、3、5和8)、接触时间(10、20、30、40、50、60、70、90和120 min)和初始铀浓度(20、40、60、80 ppm)等不同环境因素下对吸附量的影响,并确定了吸附动力学方程和吸附等温线。通过FTIR分析,发现水分子的O-H键带减少,表明膨润土层间结构中存在TiO2。膨润土的XRD表征:TiO2在001平面上没有衍射峰。这是由于膨润土层间结构的分层。TiO2的大量存在导致脱层,从而破坏膨润土层间结构,形成不规则的片状结构。膨润土作为薄片会导致基底间距增加,预计XRD将难以在低2 θ角下检测到001平面。膨润土:TiO2的比表面积增加了12.04 m2/g。在pH为5.0、接触时间为70 min、铀浓度为60 ppm时,U(VI)的吸附量最大。在本研究中,吸附动力学和吸附等温线为拟二级动力学和Langmuir等温线。膨润土对TiO2的最大吸附量和动力学常数为0.075 g/mg。Min和5.848 mg/g。关键词:膨润土,TiO2,吸附,铀
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