Department of Chemical Engineering, Malaviya National Institute of Technology Jaipur, J. L. N. Marg, Jaipur, Rajasthan 302017, India.
Water Res. 2010 May;44(10):3055-64. doi: 10.1016/j.watres.2010.02.028. Epub 2010 Feb 26.
The removal of fluoride from drinking water by the method of adsorption on activated alumina is found superior than other defluoridation techniques mostly due to the strong affinity between aluminium and fluoride. Dissolution of aluminium from the alumina surfaces into its free and hydroxide ions in the aqueous medium is reported to be very low, but the presence of high fluoride concentrations may increase its solubility due to the formation of monomeric aluminium fluoride and aluminium hydroxyl fluoride complexes. An Activated Alumina Defluoridation Model Simulator (AAD) has been developed to represent fluoride adsorption on the basis of the surface complexation theory incorporating aspects of aluminium solubility in presence of high fluoride concentrations and pH variations. Model validations were carried out for residual aluminium concentrations in alumina treated water, by conducting a series of batch fluoride adsorption experiments using activated alumina (grade FB101) treating fluoride concentrations of 1-10mg/L, at varying pH conditions. The total residual aluminium in the defluoridated water is due to presence of both dissolved and precipitated Al-F complexed forms. The Freundlich adsorption isotherm was found fit for fluoride adsorption capacity versus residual fluoride concentrations for pH=7.5, and the relationship is given by the linearised equation log(x/m)=logk+(1/n) logC(e) with values of k=0.15mg/g and 1/n=0.45 indicating favorable adsorption. The relationship is linear in the region of low fluoride concentrations, but as concentrations of fluoride increased, the formation of the dissolved AlF(3)(0) complexes was favored than adsorption on alumina, and hence makes the isotherm nonlinear. The AAD simulations can predict for operating fluoride uptake capacity in order to keep the residual aluminium within permissible limits in the alumina treated water.
饮用水除氟的吸附法优于其他除氟技术,主要是因为铝与氟之间具有很强的亲和力。据报道,铝从氧化铝表面溶解到水溶液中的游离态和氢氧化物离子非常低,但由于形成单体氟铝和铝羟基氟络合物,高氟浓度的存在可能会增加其溶解度。为了代表氟在氧化铝表面上的吸附,开发了一种基于表面络合理论的活性氧化铝除氟模型模拟器(AAD),其中包含了高氟浓度和 pH 值变化下铝溶解度的方面。通过使用活性氧化铝(FB101 级)在不同 pH 值条件下处理 1-10mg/L 的氟化物浓度,进行一系列批量氟化物吸附实验,对处理后水中的残留铝浓度进行了模型验证。经处理水中的总残留铝是由于存在溶解和沉淀的 Al-F 络合形式。在 pH=7.5 时,发现 Freundlich 吸附等温线适用于氟化物吸附容量与残留氟浓度的关系,其关系式为 log(x/m)=logk+(1/n) logC(e),其中 k=0.15mg/g,1/n=0.45,表明吸附有利。在低氟浓度区域,该关系呈线性,但随着氟浓度的增加,溶解的 AlF(3)(0)络合物的形成比氧化铝上的吸附更有利,因此使等温线呈非线性。AAD 模拟可以预测操作氟化物吸收能力,以将处理后水中的残留铝保持在允许范围内。