首页> 外文学位 >Removal of arsenic from water using adsorption on alumina/membrane separation.
【24h】

Removal of arsenic from water using adsorption on alumina/membrane separation.

机译:通过氧化铝/膜分离吸附从水中除去砷。

获取原文
获取原文并翻译 | 示例

摘要

A novel process has been developed to remove arsenic from wastewater and contaminated water effectively. The process consists of three major steps: adsorption of arsenic on finely dispersed activated alumina, separation of adsorbent particles from the liquid phase via membrane separation, and regeneration of the adsorbent. The effect of process parameters such as pH, residence time, adsorbent characteristics, presence of competing ions, and initial arsenic concentration were studied. A number of commercially available alumina samples were characterized and tested. Spent activated alumina was successfully regenerated at pH 12, using sodium hydroxide, and reused. Up to 70% of the adsorbed arsenic was desorbed during the regeneration of spent alumina.; Arsenic concentrations of less than 50 {dollar}mu{dollar}g/L were obtained within 10 minutes from initial arsenic levels of greater than 40 mg/L. The best samples of alumina were those with the smallest particle size (4 {dollar}mu{dollar}m in diameter) and the largest surface area (880 m{dollar}sp2{dollar}/g). The optimum pH for the arsenic removal was found to be in the range of 2 to 5. The effect of sulphate as a competing species on the overall rate of the adsorption process was not significant for sulphate concentrations of up to 100 mg/L.; Two different membrane systems were tested for the separation of the alumina particles from treated water: (1) a hollow fibre membrane module with a pore size of 200,000 molecular cut-off and a surface area of 0.5 m{dollar}sp2{dollar} and (2) an ENKA polypropylene Tubular membrane with a nominal pore size of 0.2 {dollar}mu{dollar}m and a surface area of 0.036 m{dollar}sp2.{dollar} Adsorbent concentrations of up to 60 g/L were easily handled by the membrane systems tested and a stable flux over a period of one day was observed. (Abstract shortened by UMI.)
机译:已经开发出一种新颖的方法来有效地去除废水和污水中的砷。该过程包括三个主要步骤:在细分散的活性氧化铝上吸附砷,通过膜分离从液相中分离吸附剂颗粒以及再生吸附剂。研究了工艺参数(例如pH,停留时间,吸附剂特性,竞争离子的存在以及初始砷浓度)的影响。对许多市售氧化铝样品进行了表征和测试。用过的氢氧化钠在pH值为12的条件下成功再生了用过的活性氧化铝,并重新使用。在废氧化铝的再生过程中,高达70%的吸附砷被解吸。从高于40 mg / L的初始砷水平起,在10分钟内获得的砷浓度低于50 {μg} / g。氧化铝的最佳样品是粒径最小(直径4 {μm}μm)和表面积最大(880 m2sp2 g / g)的氧化铝。发现用于除砷的最佳pH值在2至5的范围内。对于浓度高达100 mg / L的硫酸盐,作为竞争物质的硫酸盐对整个吸附过程的影响并不显着。测试了两种不同的膜系统以从处理后的水中分离出氧化铝颗粒:(1)孔径为200,000分子截止且表面积为0.5 m {dol} sp2 {dol}的中空纤维膜组件。 (2)ENKA聚丙烯管状膜,其标称孔径为0.2 {μm} mu {dollar} m,表面积为0.036 m {dolal} sp2。{dollar}吸附剂浓度最高可达60 g / L。通过测试的膜系统,在一天的时间内观察到稳定的通量。 (摘要由UMI缩短。)

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号