Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/24438
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dc.contributor.authorSiti Aminah, Md Saad-
dc.date.accessioned2013-04-23T07:22:50Z-
dc.date.available2013-04-23T07:22:50Z-
dc.date.issued2012-05-
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/24438-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThe objective of this study is to examine the characteristics of the surface water, drainage control system, and the landfill capping system on Kuala Perlis landfill. This study also aims to investigate the actions been taken or will be taken in ensuring the function of this landfill does not affecting the public health and surrounding environment along its operation particularly and for near future land use. This research will measure the quality of leachate on Kuala Perlis landfill and its effects to the surrounding environment. The leachates from landfill were tested for Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), Ammoniacal Nitrogen (NH3-N) and heavy metal which were Zinc (Zn) and Chromium Hexavalent (Cr6+) from four different points within three weeks of sampling period. Based on the results, the average BOD concentration ranged from 15 mg/L to 44.8 mg/L while COD average concentration were between 130 mg/L and 4335.8 mg/L. Average NH3-N concentration ranged between 90 mg/L and 328.7 mg/L. For Zn concentration, the lowest value was 0.026 mg/L and the highest value was 0.240 mg/L while the average Cr6+ concentration ranged from 0.047 mg/L to 0.252 mg/L. For Kuala Perlis landfill, Geosynthetic Clay Liner (GCL) and Geosynthetic Drainage Layer (GDL) have been used as capping systems to control the surface water and, being as drainage systems.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectSurface wateren_US
dc.subjectDrainage control systemen_US
dc.subjectLandfill capping systemen_US
dc.subjectLandfill gas (LFG)en_US
dc.subjectLeachateen_US
dc.titleReliability study on surface water and drainage control system and the efficiency of GCL and GDL as capping system on Kuala Perlis landfillen_US
dc.typeLearning Objecten_US
dc.contributor.advisorRoslaili Abd Azizen_US
dc.publisher.departmentSchool of Environmental Engineeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
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Reference and appendix.pdf264.03 kBAdobe PDFView/Open
Conclusion.pdf194.17 kBAdobe PDFView/Open
Results and discussion.pdf330.01 kBAdobe PDFView/Open
Methodology.pdf216.3 kBAdobe PDFView/Open
Literature review.pdf132.51 kBAdobe PDFView/Open
Introduction.pdf206.83 kBAdobe PDFView/Open
Abstract, Acknowledgement.pdf294.78 kBAdobe PDFView/Open


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