Development of a wastewater treatment system for chromium removal using chitosan

This study attempts to evaluate the removal of chromium from aqueous solution using chitosan as an adsorbent. The experiment was conducted by varying chitosan dosage (10-30 mg), pH (5-8), contact time (10-90 min) and agitation speed (50-250 rpm). The initial Cr concentration was fixed to 20 mg L-1....

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Main Authors: Ahmed Kabashi, Nassereldeen, Hamid Nour, Abdurahman, Muyibi, Suleyman Aremu, Qudsieh, Isam Y.
Format: Article
Language:English
Published: Knowledge Review, Malaysia 2009
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Online Access:http://irep.iium.edu.my/550/1/Developemnt_and_Design_a_Wastewater_Treatment_System_For_Chromium_Removal_from_Water_Using_Chitosan.pdf
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spelling my.iium.irep.5502013-08-15T07:25:02Z http://irep.iium.edu.my/550/ Development of a wastewater treatment system for chromium removal using chitosan Ahmed Kabashi, Nassereldeen Hamid Nour, Abdurahman Muyibi, Suleyman Aremu Qudsieh, Isam Y. TD Environmental technology. Sanitary engineering TD785 Municipal refuse. Solid waste TP248.13 Biotechnology This study attempts to evaluate the removal of chromium from aqueous solution using chitosan as an adsorbent. The experiment was conducted by varying chitosan dosage (10-30 mg), pH (5-8), contact time (10-90 min) and agitation speed (50-250 rpm). The initial Cr concentration was fixed to 20 mg L-1. The results indicated that pH is the most significant factor that affects the removal of Cr. The R2 of 0.9963 showed that the overall model is good as the experimental values are close to predicted values. The optimized conditions obtained at 28.79 mg chitosan dosage, pH 6.40, 20.20 min contact time and agitation speed of 156.20 rpm. This optimum condition obtained to achieve 0.05 mg L-1 residual Cr concentration or 99.75% removal that meets Department of Environment Malaysia (DOE) effluent discharge requirement. The design of treatment system that consists of rapid mix, sedimentation and filtration unit is based on the optimum operating conditions. Rapid mix tank was designed with surface area of 9.18 m2 and volume of 27.8 m3. Sedimentation basin was designed with surface area of 100 m2 and volume of 83.33 m3. Filtration was designed with surface area of 16.67 m2. Knowledge Review, Malaysia 2009 Article REM application/pdf en http://irep.iium.edu.my/550/1/Developemnt_and_Design_a_Wastewater_Treatment_System_For_Chromium_Removal_from_Water_Using_Chitosan.pdf Ahmed Kabashi, Nassereldeen and Hamid Nour, Abdurahman and Muyibi, Suleyman Aremu and Qudsieh, Isam Y. (2009) Development of a wastewater treatment system for chromium removal using chitosan. International Journal of Chemical Technology, 1 (2). pp. 44-51. ISSN 2152-3304 (O), 1996-3416 (P) http://scialert.net/archivedetails.php?issn=1996-3416&issueno=3
institution Universiti Islam Antarabangsa Malaysia
building IIUM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider International Islamic University Malaysia
content_source IIUM Repository (IREP)
url_provider http://irep.iium.edu.my/
language English
topic TD Environmental technology. Sanitary engineering
TD785 Municipal refuse. Solid waste
TP248.13 Biotechnology
spellingShingle TD Environmental technology. Sanitary engineering
TD785 Municipal refuse. Solid waste
TP248.13 Biotechnology
Ahmed Kabashi, Nassereldeen
Hamid Nour, Abdurahman
Muyibi, Suleyman Aremu
Qudsieh, Isam Y.
Development of a wastewater treatment system for chromium removal using chitosan
description This study attempts to evaluate the removal of chromium from aqueous solution using chitosan as an adsorbent. The experiment was conducted by varying chitosan dosage (10-30 mg), pH (5-8), contact time (10-90 min) and agitation speed (50-250 rpm). The initial Cr concentration was fixed to 20 mg L-1. The results indicated that pH is the most significant factor that affects the removal of Cr. The R2 of 0.9963 showed that the overall model is good as the experimental values are close to predicted values. The optimized conditions obtained at 28.79 mg chitosan dosage, pH 6.40, 20.20 min contact time and agitation speed of 156.20 rpm. This optimum condition obtained to achieve 0.05 mg L-1 residual Cr concentration or 99.75% removal that meets Department of Environment Malaysia (DOE) effluent discharge requirement. The design of treatment system that consists of rapid mix, sedimentation and filtration unit is based on the optimum operating conditions. Rapid mix tank was designed with surface area of 9.18 m2 and volume of 27.8 m3. Sedimentation basin was designed with surface area of 100 m2 and volume of 83.33 m3. Filtration was designed with surface area of 16.67 m2.
format Article
author Ahmed Kabashi, Nassereldeen
Hamid Nour, Abdurahman
Muyibi, Suleyman Aremu
Qudsieh, Isam Y.
author_facet Ahmed Kabashi, Nassereldeen
Hamid Nour, Abdurahman
Muyibi, Suleyman Aremu
Qudsieh, Isam Y.
author_sort Ahmed Kabashi, Nassereldeen
title Development of a wastewater treatment system for chromium removal using chitosan
title_short Development of a wastewater treatment system for chromium removal using chitosan
title_full Development of a wastewater treatment system for chromium removal using chitosan
title_fullStr Development of a wastewater treatment system for chromium removal using chitosan
title_full_unstemmed Development of a wastewater treatment system for chromium removal using chitosan
title_sort development of a wastewater treatment system for chromium removal using chitosan
publisher Knowledge Review, Malaysia
publishDate 2009
url http://irep.iium.edu.my/550/1/Developemnt_and_Design_a_Wastewater_Treatment_System_For_Chromium_Removal_from_Water_Using_Chitosan.pdf
http://irep.iium.edu.my/550/
http://scialert.net/archivedetails.php?issn=1996-3416&issueno=3
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score 13.214268