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dc.contributor.authorMarlene, Lujimin-
dc.date.accessioned2016-07-24T07:35:48Z-
dc.date.available2016-07-24T07:35:48Z-
dc.date.issued2016-06-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/42377-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractNowadays, the search for low-cost adsorbent has become a trend as it is less expensive than commercial activated carbon. Generation of nickel in wastewater is produced in large quantity from many industrial and commercial applications such as nickel electroplating and nickel-zinc batteries for hybrid vehicles. As a consequence, human and the environment are in great risk to be exposed to the potentially dangerous heavy metal. In this research, clay brick from demolition wastes was studied as a low-cost adsorbent for nickel removal from aqueous solution. The raw clay brick was chemically modified by using 0.1 M sodium hydroxide solution. The research aims to determine optimum pH, adsorbent dosage, and contact time to enhance adsorption of nickel by clay brick and explain the adsorption behaviour using isotherm and kinetic models. It was discovered that pH 7 and 300 g/L of adsorbent dosage were optimum for high nickel removal (95.5 %) from aqueous solution. Two hours contact time was required for total removal of 20 mg/L Ni (II) and the time increased with higher nickel concentration. The results indicated that Langmuir model fit the data better than Freundlich and kinetic adsorption was best described by the Pseudosecond order kinetic model.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectAdsorbenten_US
dc.subjectNickelen_US
dc.subjectClay bricken_US
dc.subjectNickel removalen_US
dc.subjectAqueous solutionen_US
dc.subjectLow-cost adsorbenten_US
dc.titleRemoval of Nickel from aqueous solution by using clay bricken_US
dc.typeLearning Objecten_US
dc.contributor.advisorDr Naimah Ibrahimen_US
dc.publisher.departmentSchool of Environmental Engineeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
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Abstract,Acknowledgement.pdf201.92 kBAdobe PDFView/Open
Introduction.pdf225.11 kBAdobe PDFView/Open
Literature Review.pdf300.18 kBAdobe PDFView/Open
Methodology.pdf707.77 kBAdobe PDFView/Open
Results and Discussion.pdf483.01 kBAdobe PDFView/Open
Conclusion and Recommendation.pdf184.47 kBAdobe PDFView/Open
Refference and Appendics.pdf1.24 MBAdobe PDFView/Open


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