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PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme

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dc.citedby2
dc.contributor.authorRazali J.en_US
dc.contributor.authorMohd Sidek L.en_US
dc.contributor.authorMarufuzzaman M.en_US
dc.contributor.authorRakhecha P.R.en_US
dc.contributor.authorM Radzi M.R.en_US
dc.contributor.authorHossain M.S.en_US
dc.contributor.authorZawawi M.H.en_US
dc.contributor.authorid42862303000en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid57205234835en_US
dc.contributor.authorid6701699491en_US
dc.contributor.authorid57212461242en_US
dc.contributor.authorid55579596900en_US
dc.contributor.authorid39162217600en_US
dc.date.accessioned2023-05-29T08:14:56Z
dc.date.available2023-05-29T08:14:56Z
dc.date.issued2020
dc.description.abstractProbable Maximum Flood is considered as one of the most applied inflow design floods in the determination of dam structure adequacy in current practices. This study revised the inflow design flood values for Sungai Perak Hydroelectric Scheme using Probable Maximum Flood estimation. Probable Maximum Precipitation is analyzed for the catchment and the most critical rainfall values are used in establishing the maximum flood. The revised inflow design flood values for the (4) four dams are found to be 17 259.2�m3/s at Temengor Dam, 5 436�m3/s at Bersia Dam, 13 522.6�m3/s at Kenering Dam and 13 025�m3/s at Chenderoh Dam. The inflow design flood values are higher by 2%�30% for all four dams in the scheme and these dams are also found to be inadequate in terms of spillway capacities with the percentage of 5%-11% higher than the designed capacities. Further enhancement needs to be done by the dam owner either with or without structural modifications in order to protect the structure and downstream population at risk. � 2020, Springer Nature Singapore Pte Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-15-1971-0_8
dc.identifier.epage89
dc.identifier.scopus2-s2.0-85076729248
dc.identifier.spage76
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85076729248&doi=10.1007%2f978-981-15-1971-0_8&partnerID=40&md5=6312ca902a1344c13827fea9fb14047c
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25829
dc.publisherSpringeren_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.titlePMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Schemeen_US
dc.typeBook Chapteren_US
dspace.entity.typePublication
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