AccScience Publishing / AJWEP / Volume 4 / Issue 1 / DOI: 10.3233/AJW-2007-4_1_18
RESEARCH ARTICLE

Influence of Some Selected Water Quality Parameters in Removing Trivalent and Pentavalent Arsenic from Groundwater by Activated Alumina

M.A. Hoque1 M.A. Jalil2 M.A.I. Chowdhury2 F. Ahmed2
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1 Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology Sylhet-3114, Bangladesh
2 Department of Civil Engineering University of Engineering and Technology Dhaka-1000, Bangladesh
AJWEP 2007, 4(1), 161–167; https://doi.org/10.3233/AJW-2007-4_1_18
Received: 9 October 2006 | Accepted: 15 December 2006 | Published online: 1 January 2007
© 2007 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution 4.0 International License ( https://creativecommons.org/licenses/by/4.0/ )
Abstract

An estimated 35 million people in Bangladesh are now at risk of arsenic toxicity and treatment of arsenic contaminated water is essential. Among the methods available for removing arsenic from water, adsorption on activated alumina is a promising one for implementing on a small-scale rural community or household levels. In this research work, the effects of a selected number of water quality parameters such as arsenic concentration, oxidation state of arsenic and pH in removing arsenic by activated alumina were evaluated. Bed Volume (BV), quantity of adsorbed arsenic and removal efficiency up to 50 mg/L arsenic level in the effluent were calculated to evaluate the effectiveness of activated alumina in removing arsenic. The results of the study show that pentavalent arsenic is removed efficiently than trivalent arsenic. The BV of treated water decreases with the increase of arsenic concentration for both of the As(V) and As(III). The study reveals that the removal efficiency of As(V) is better within the pH range of 5.0 to 6.0, whereas As(III) removal increases at higher pH values.

Keywords
Activated alumina
trivalent arsenic
pentavalent arsenic
maximum contaminant level (MCL)
effectiveness
bed volume (BV).
Conflict of interest
The authors declare they have no competing interests.
References

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BGS and DPHE (2001). Arsenic Contamination of Groundwater in Bangladesh. Kinniburg, D.G. and Smedley. P.L. (Editors), Volume 2: Final Report, British Geological Survey Report WC/00/19.

DPHE/DFID/BGS (2000). Groundwater Studies for Arsenic Contamination in Bangladesh. Final Report.

EES & DCH (2000). Groundwater Arsenic Contamination in Bangladesh: A Summary of Field Survey from August 1995 to February 2000. Twenty Seven Days Detailed Field Survey Information from April 1999 to February 2000.

Hoque, M.A., Jalil, M.A. and F. Ahmed (2004). Effect of iron on the performance of activated alumina bed in removing arsenic from groundwater. Journal of Civil Engineering (IEB), 32(1): 59-68.

Hoque, M.A., Jalil, M.A., Chowdhury, M.A.I. and F. Ahmed (2005). Effectiveness of Activated Alumina bed in Removing Arsenic from Groundwater in the presence of Anion. Bangladesh Journal of Environmental Science, 11(1): 128-134.

Kartinen, D.O. and C.J. Martin (1995). An overview of Arsenic Removal Processes. J. Desalination, 103: 79-88.

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Asian Journal of Water, Environment and Pollution, Electronic ISSN: 1875-8568 Print ISSN: 0972-9860, Published by AccScience Publishing