氧化铝包覆木炭去除饮用水中的氟化物——重复再生的有效性

Motwkel M. E. Alhaj, B. Elhassan
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引用次数: 0

摘要

有许多技术可以去除饮用水中的氟化物。然而,吸附被发现是非常有效的,易于应用。在这条线上,许多研究都是为了找到一种有效和负担得起的氟化物吸附剂。近年来对活性氧化铝(AA)、氧化铝包覆砂(AOCS)、浮石(AOCP)、铝土矿(AOCB)和木炭(AOCC)进行了研究。然而,AOCC被发现更有前途的原因有两个:它便宜,可以再生。本文旨在进一步探讨AOCC除氟的可行性,以降低运行成本。分批和连续流过滤运行按批次进行AOCC再生,并用于下一次过滤运行。因此,AOCC再生了三次。结果表明,每次再生循环后,AOCC对氟的吸附量都有较大的提高。对经过第一次、第二次和第三次再生循环的原炭、原AOCC和再生AOCC的表征表明,原炭具有最高的比表面积和微孔隙率。原生AOCC和再生AOCC在第一次再生循环后,在第二次再生循环中,比表面积减小,微孔隙率降低。经过第三次再生循环后,AOCC的比表面积有所增加,这可能是由于再涂覆的AOCC表面沉积了氢氧化铝。第三次再生循环后的孔隙以介孔为主。这意味着,单靠比表面积不能解释再生后AOCC吸附量的增加。本文建议对AOCC的除氟机理进行研究,以期生产出经济实惠的饮用水除氟材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fluoride Removal from Drinking Water Using Aluminium Oxide Coated Charcoal – effectiveness of repetitive regenerations
There are many techniques to remove fluoride from drinking water. However, adsorption was found to be very effective and easy to apply. Along with this line, many studies were done to find an effective and affordable fluoride adsorbent. Activated Alumina (AA), Aluminum oxide coated sand (AOCS), pumice (AOCP), bauxite (AOCB) and charcoal (AOCC) were recently investigated. Nevertheless, AOCC found to be more promising for two reasons: it is cheap and can be regenerated. This paper aims to further contribute to feasibility of AOCC for fluoride removal in order to reduce the operation cost. Batch and continuous flow filter runs were conducted AOCC regenerated batch-wise, and used for the next filter run. AOCC was consequently regenerated three times. The results showed a considerable increase in AOCC fluoride adsorption capacity after each regeneration cycle. Characterization of virgin charcoal, virgin AOCC and regenerated AOCC after the first, the second and the third regeneration cycle, showed that virgin charcoal has highest specific surface area and micro porosity. For virgin AOCC and regenerated AOCC after the first, the second regeneration cycle a reduction in the specific surface area occurred, coupled with a reduction of micro porosity. AOCC after third regeneration cycle showed an increase in specific surface area likely due to aluminum hydroxide deposits on re-coated AOCC surface. Most of the pores after the third regeneration cycle were found to be meso pores. This means that, specific surface area alone cannot explain the increase in the AOCC adsorption capacity after regeneration. The paper recommends investigating the fluoride removal mechanism onto AOCC in order to produce affordable fluoride removal material from drinking water.
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