利用光解法去除铁和铜

Richard Alex Contreras Canchan, Hugo David Chirinos Collantes, Aldo Max Delgado Acevedo, C. Carrera
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摘要

背景:采矿业的发展意味着酸性排水的产生,因为采矿作业消耗的水量占需水量的 2% 至 4.5%。此外,据估计将产生 50,000 吨废物,其中 33% 是储存在尾矿池中的废水。这些废水含有铁和铜等重金属,对社会造成严重危害。目的:本研究旨在评估光催化技术在去除工业废水中铁和铜方面的应用。这涉及到对工艺参数的控制:催化剂剂量(TiO2)、pH 值和时间(天数)。方法:采用的方法是实验法,通过因子设计控制工艺变量。采用 33 个因子设计对工艺变量进行监控,即 3 个因子 3 个水平,不重复。试验是在催化剂剂量为 1.2 和 3 克/升,pH 值为 2.5 和 8,停留时间为 1、2 和 3 天的条件下进行的。因此,各种因素的组合产生了 27 个实验单元。结果与讨论在光催化作用时间方面,2 天内铁和铜的浓度较低,分别为 0.02 和 0.09 ppm。pH 值为 8 时,铁和铜的浓度较低。催化剂的最佳剂量为 0.5 克/升的二氧化钛。铁的去除率为 99.99%,铜的去除率为 99.97%。因子分析显示,pH 值对铁和铜的去除影响最大,其次是时间因子。这两个变量之间还存在很强的相互作用。结论总之,在合成废水中应用光催化技术可以去除铁和铜。最佳条件是:pH 值为 8,应用时间为 2 天,催化剂剂量(TiO2)为 0.5 克/升,去除率大于 99.90%。这些数值与其他作者报告的数值相似。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
USE OF PHOTOCATALYSIS FOR THE REMOVAL OF Fe AND Cu
Background: The advancement of the mining industry implies the generation of acid drainage because operations consume between 2% and 4.5% of water demand. In addition, it is estimated that 50,000 tons of waste will be produced, of which 33% represents wastewater stored in tailings tanks. These effluents contain heavy metals such as Fe and Cu that represent a serious danger to society. Aim: The objective of this study is to evaluate the application of photocatalysis for the removal of Fe and Cu in industrial wastewater. This involves the control of process parameters: the catalyst dose (TiO2), pH, and time (days). Methods: The method used is experimental, controlling the process variables through a factorial design. The process variables were monitored applying the 33 factorial design, that is, 3 factors with 3 levels without repetitions. The tests were conducted under conditions with a catalyst at doses of 1.2 and 3 g/L, pH of 2.5 and 8, and a retention time of 1, 2, and 3 days. Therefore, the combination of the factors resulted in 27 experimental units. Results and Discussion: For the photocatalysis application time, in 2 days there were fewer concentrations of Fe and Cu, reaching 0.02 and 0.09 ppm, respectively. In the case of pH, a value of 8 resulted in lower concentrations of Fe and Cu. The optimal dose of the catalyst was 0.5 g/L of TiO2. The removal efficiency was 99.99% for Fe and 99.97% for Cu. In the factor analysis, it is observed that pH has the greatest influence on the removal of Fe and Cu, followed by the time factor. A strong interaction between the two variables is also observed. Conclusions: In conclusion, it was possible to remove Fe and Cu through the application of photocatalysis in synthetic wastewater. The optimal conditions were: pH 8, application time of 2 days, catalyst dose (TiO2) 0.5 g/L, and a removal efficiency greater than 99.90%. These values were similar to those reported by other authors.
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