Unuabonah Emmanuel I, Adebowale Kayode O, Dawodu Folasegun A
College of Natural and Applied Sciences, Department of Chemical Sciences, Bells University of Technology, Ota, Nigeria.
J Hazard Mater. 2008 Sep 15;157(2-3):397-409. doi: 10.1016/j.jhazmat.2008.01.047. Epub 2008 Jan 19.
Raw Kaolinite clay obtained Ubulu-Ukwu, Delta State of Nigeria and its sodium tetraborate (NTB)-modified analogue was used to adsorb Aniline blue dye. Fourier transformed infrared spectra of NTB-modified Kaolinite suggests that modification was effective on the surface of the Kaolinite clay with the strong presence of inner -OH functional group. The modification of Kaolinite clay raised its adsorption capacity from 1666 to 2000 mg/kg. Modeling adsorption data obtained from both unmodified and NTB-modified Kaolinite clay reveals that the adsorption of Aniline blue dye on unmodified Kaolinite clay is on heterogeneous adsorption sites because it followed strongly the Freundlich isotherm equation model while adsorption data from NTB-modified Kaolinite clay followed strongly the Langmuir isotherm equation model which suggest that Aniline blue dye was adsorb homogeneous adsorption sites on the NTB-modified adsorbent surface. There was an observed increase in the amount of Aniline blue adsorbed as initial dye concentration was increased from 10 to 30 mg/L. It was observed that kinetic data obtained generally gave better robust fit to the second-order kinetic model (SOM). The initial sorption rate was found to increased with increasing initial dye concentration (from 10 to 20 mg/L) for data obtained from 909 to 1111 mg kg(-1)min(-1) for unmodified and 3325-5000 mg kg(-1) min(-1) for NTB-modified adsorbents. Thereafter there was a decrease in initial sorption rate with further increase in dye concentration. The linearity of the plots of the pseudo-second-order model with very high-correlation coefficients indicates that chemisorption is involved in the adsorption process. From the design of a single-batch adsorber it is predicted that the NTB-modified Kaolinite clay adsorbent will require 50% less of the adsorbent to treat certain volumes of wastewater containing 30 mg/L of Aniline blue dye when it is compared with the unmodified adsorbent. This will be cost effective in the use of NTB-modified adsorbent for the adsorption of Aniline blue dye from water and wastewater.
取自尼日利亚三角州乌布卢-乌库的高岭土原土及其经四硼酸钠(NTB)改性的类似物被用于吸附苯胺蓝染料。NTB改性高岭土的傅里叶变换红外光谱表明,改性在高岭土表面是有效的,其内部-OH官能团大量存在。高岭土的改性使其吸附容量从1666毫克/千克提高到2000毫克/千克。对未改性和NTB改性高岭土吸附数据的建模表明,苯胺蓝染料在未改性高岭土上的吸附发生在非均相吸附位点上,因为它强烈遵循弗伦德利希等温线方程模型,而NTB改性高岭土的吸附数据则强烈遵循朗缪尔等温线方程模型,这表明苯胺蓝染料在NTB改性吸附剂表面吸附于均相吸附位点。当初始染料浓度从10毫克/升增加到30毫克/升时,观察到苯胺蓝的吸附量增加。观察到一般获得的动力学数据对二级动力学模型(SOM)有更好的稳健拟合。发现初始吸附速率随着初始染料浓度的增加(从10毫克/升增加到20毫克/升)而增加,未改性吸附剂的数据为909至1111毫克·千克⁻¹·分钟⁻¹,NTB改性吸附剂的数据为3325至5000毫克·千克⁻¹·分钟⁻¹。此后,随着染料浓度的进一步增加,初始吸附速率下降。伪二级模型图的线性以及非常高的相关系数表明吸附过程涉及化学吸附。从单批次吸附器的设计预测,与未改性吸附剂相比,NTB改性高岭土吸附剂处理含有30毫克/升苯胺蓝染料的一定体积废水时所需的吸附剂将减少50%。这在使用NTB改性吸附剂从水和废水中吸附苯胺蓝染料方面将具有成本效益。