Publication:
Numerical modelling dam break analysis for water supply project

Simple item page
dc.citedby4
dc.contributor.authorLariyah M.S.en_US
dc.contributor.authorVikneswaran M.en_US
dc.contributor.authorHidayah B.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorThiruchelvam S.en_US
dc.contributor.authorIsham A.K.A.en_US
dc.contributor.authorRohani H.en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid56598544300en_US
dc.contributor.authorid57065823300en_US
dc.contributor.authorid55812444000en_US
dc.contributor.authorid55812442400en_US
dc.contributor.authorid55812107300en_US
dc.contributor.authorid55944512400en_US
dc.date.accessioned2023-12-29T07:45:39Z
dc.date.available2023-12-29T07:45:39Z
dc.date.issued2013
dc.description.abstractDam provides many benefits to the society, but it can also cause extensive damage to downstream area when it fails. Dam failure can cause extensive damage to properties and loss of human life due to short warning time available. In general, dam spillway was designed to drain the maximum discharge from the dam during the Probable Maximum Flood (PMF). The spillway is functioned to prevent the dam from failure due to overtopping, which can lead to the dam failure. Dam failure will result in large volume of water travelling at very high velocity to the downstream area of the dam. It can cause extensive property damage, destruction of important facilities, and significant loss of human life along the way. Due to the potential of high hazard it poses to the downstream area, a dam break analysis is considered very essential. This paper focuses into the dam failure analysis for Kahang Dam by prediction of breach flow hydrographs and generation of inundation map at downstream area. From the PMF scenario simulation, the maximum inflow is 525.12 m3/s and peak discharge from the dam during dam failure is 6188m3/s. The results are able to provide information for preparation of Emergency Response Plan (PMF), in which appropriate steps can be taken by relevant authorities to avoid significant loss of human lives. � Published under licence by IOP Publishing Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12044
dc.identifier.doi10.1088/1755-1315/16/1/012044
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84881087027
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84881087027&doi=10.1088%2f1755-1315%2f16%2f1%2f012044&partnerID=40&md5=ec2c067e0d362625dcc655cfb5f9fa0e
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30223
dc.identifier.volume16
dc.publisherInstitute of Physics Publishingen_US
dc.relation.ispartofAll Open Access; Gold Open Access
dc.sourceScopus
dc.sourcetitleIOP Conference Series: Earth and Environmental Science
dc.subjectDisasters
dc.subjectFloods
dc.subjectSpillways
dc.subjectDam-break analysis
dc.subjectDownstream areas
dc.subjectEmergency response plans
dc.subjectInundation maps
dc.subjectProbable maximum floods
dc.subjectProperty damage
dc.subjectScenario simulations
dc.subjectWater supply projects
dc.subjectdam construction
dc.subjectdam failure
dc.subjectdamage
dc.subjectdischarge
dc.subjecthazard assessment
dc.subjecthydrograph
dc.subjectmortality
dc.subjectnumerical model
dc.subjectspillway
dc.subjectwater supply
dc.subjectDams
dc.titleNumerical modelling dam break analysis for water supply projecten_US
dc.typeConference paperen_US
dspace.entity.typePublication
Files
Collections
SCOPUS