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2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Dam

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dc.contributor.authorRashid Mohd Shah M.en_US
dc.contributor.authorMohd Sidek L.en_US
dc.contributor.authorRuzaimei Yalit M.en_US
dc.contributor.authorMarufuzzaman M.en_US
dc.contributor.authorBasri H.en_US
dc.contributor.authorKamal Yaacob M.en_US
dc.contributor.authorid57212469771en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid57208674669en_US
dc.contributor.authorid57205234835en_US
dc.contributor.authorid57065823300en_US
dc.contributor.authorid57212462308en_US
dc.date.accessioned2023-05-29T08:14:57Z
dc.date.available2023-05-29T08:14:57Z
dc.date.issued2020
dc.description.abstractDams are large barriers built across rivers and streams in order to restrain and utilize the flow of water for numerous purposes like irrigation, generation of hydroelectricity and controlling the flood. Detention of water by large barriers creates lakes and reservoirs. However, a huge amount of water stored behind the dam can possess adverse effects on the downstream during the event of a dam break. It is very much essential for executing dam break studies to provide possible flood inundation information and impact assessment to the dam. This study was conducted to carry out hydraulic and dam break analysis of Kenyir Dam. Dam break modeling was performed under Probable Maximum Flood (PMF) scenario. MIKE 11 1-D model was used to derive breach outflow hydrograph, whereas MIKE 21 2-D model is being used for flood plain modeling and generation of inundations maps downstream of the dam. The routing of flow to the downstream area using MIKE FLOOD model was to obtain the flooded area, flood travel time and maximum flood depth. It was found from the PMF scenario, dam breach outflow hydrograph yielded the peak value of 468,352�m3/s showed potential to flood the downstream area of the dam. This will result in identifying the affected location or villages located at the downstream of Kenyir Dam. Indirectly, it will become a reference for agencies such as Jabatan Pertahanan Awam (JPAM) and Jabatan Bomba dan Penyelamat Malaysia to take safety precautions during the happening of unwilling disaster. � 2020, Springer Nature Singapore Pte Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-15-1971-0_22
dc.identifier.epage225
dc.identifier.scopus2-s2.0-85076726262
dc.identifier.spage214
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85076726262&doi=10.1007%2f978-981-15-1971-0_22&partnerID=40&md5=2f50fd1bc48f95a4f7c846162eb3acb4
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25831
dc.publisherSpringeren_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.title2D Hydraulic Modelling of Dam Break Analysis Using MIKE FLOOD for Kenyir Damen_US
dc.typeBook Chapteren_US
dspace.entity.typePublication
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