Literature DB >> 10441420

Adsorption of Hexavalent Chromium from Aqueous Solution by Using Activated Red Mud.

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Abstract

Adsorption by activated red mud (ARM) is investigated as a possible alternative to the conventional methods of Cr(VI) removal from aqueous synthetic solutions and industrial effluents. Adsorption characteristics suggest the heterogenous nature of the adsorbent surface sites with respect to the energy of adsorption. Various factors such as pH, contact time, Cr(VI) concentration, amount of adsorbent, and temperature are taken into account, and promising results are obtained. The applicability of the Langmuir as well as Freundlich adsorption isotherms for the present system is tested. The loading factor (i.e., milligrams of Cr(VI) adsorbed per gram of ARM) increased with initial Cr(VI) concentration, whereas a negative trend was observed with increasing temperature. The influence of the addition of anions on the adsorption of Cr(VI) depends on the relative affinity of the anions for the surface and the relative concentrations of the anions. Copyright 1999 Academic Press.

Entities:  

Year:  1999        PMID: 10441420     DOI: 10.1006/jcis.1999.6288

Source DB:  PubMed          Journal:  J Colloid Interface Sci        ISSN: 0021-9797            Impact factor:   8.128


  3 in total

1.  A review on the potential uses of red mud as amendment for pollution control in environmental media.

Authors:  Mehwish Taneez; Charlotte Hurel
Journal:  Environ Sci Pollut Res Int       Date:  2019-06-12       Impact factor: 4.223

Review 2.  A review of the characterization and revegetation of bauxite residues (Red mud).

Authors:  Shengguo Xue; Feng Zhu; Xiangfeng Kong; Chuan Wu; Ling Huang; Nan Huang; William Hartley
Journal:  Environ Sci Pollut Res Int       Date:  2015-04-26       Impact factor: 4.223

3.  Cr(VI) Adsorption on Red Mud Modified by Lanthanum: Performance, Kinetics and Mechanisms.

Authors:  You-Wei Cui; Jie Li; Zhao-Fu Du; Yong-Zhen Peng
Journal:  PLoS One       Date:  2016-09-22       Impact factor: 3.240

  3 in total

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