Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/84264
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBeh Siew, Theng-
dc.contributorSchool of Bioprocess Engineeringen_US
dc.date2024-04-
dc.date.accessioned2025-06-12T01:15:28Z-
dc.date.available2025-06-12T01:15:28Z-
dc.date.issued2019-06-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/84264-
dc.descriptionAccess is limited to UniMAP communityen_US
dc.description.abstractWater is a vital element to maintain healthy life. However, water scarcity is the critical issue to be met by the world today. Outcome using bacteria at treatment plant are time consuming, low efficiency and larger size of treatment plant. Alum can affect human health and environment. This project aims to study the optimization of process parameters of coagulation process for municipal wastewater treatment. The raw sewage was first collected from Indah Water Konsortium (IWK) Perlis. The characterization was carried out using standard method (American Public Health Association, APHA). The wastewater quality parameters of this municipal wastewater were pH 6.8, >1000 NTU of turbidity, 104.6 mg/L of Biological Oxygen Demand (BOD) and 6575 mg/L of Chemical Oxygen Demand (COD). Polyacrylamide (PAM) was used to replace alum as coagulant in coagulation processes using jar text experiment. Its effects on the wastewater quality parameters of treated wastewater were compared with untreated wastewater under standard effluent (Jabatan Alam Sekitar, JAS). Its shows obviously improved and fulfilled to the standard effluent. The optimization of process parameters of coagulation was carried out by using tradisional (One-factor-at-a-time, OFAT) and statistical designed (Response Surface Methodology, RSM) jar test experiment. The actual turbidity removal in optimized coagulation condition using OFAT was 99.987 % that are pH 6, 60 mL and 150 rpm. The predicted turbidity removal in optimized coagulation condition using RSM was 100 % that are pH 5.32, 60.75 mL and 193.22 rpm.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subject.otherWastewater treatmenten_US
dc.subject.otherResponse Surface Methodology (RSM)en_US
dc.subject.otherCoagulanten_US
dc.subject.otherStandard effluenten_US
dc.titleOptimization of coagulation process for municipal wastewater treatment using Response Surface Methodology (RSM)en_US
dc.typeLearning Objecten_US
dc.contributor.advisorSam Sung Ting, Dr-
Appears in Collections:School of Bioprocess Engineering (FYP)

Files in This Item:
File Description SizeFormat 
Abstract, acknowledgement.pdf309.55 kBAdobe PDFView/Open
Introduction.pdf46.17 kBAdobe PDFView/Open
Literature Review.pdf141.09 kBAdobe PDFView/Open
Methodology.pdf269.4 kBAdobe PDFView/Open
Results and Discussion.pdf422.23 kBAdobe PDFView/Open
Conclusion and Recommendation.pdf45.37 kBAdobe PDFView/Open
References and Appendics.pdf549.07 kBAdobe PDFView/Open


Items in UniMAP Library Digital Repository are protected by copyright, with all rights reserved, unless otherwise indicated.