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dc.contributor.authorLai, Sai Hin, Dr.
dc.contributor.authorNabil, Bessaih, Assoc. Prof. Dr.
dc.contributor.authorLaw, Puong Ling, Assoc. Prof. Dr.
dc.contributor.authorNor Azazi, Zakaria, Prof. Dr.
dc.contributor.authorAminuddin, Ab. Ghani, Prof. Dr.
dc.contributor.authorMah, Darrien Yau Seng
dc.date.accessioned2011-08-26T13:42:49Z
dc.date.available2011-08-26T13:42:49Z
dc.date.issued2008-12
dc.identifier.citationThe Journal of the Institution of Engineers, Malaysia, vol. 69(4), 2008, pages 1-8en_US
dc.identifier.issn0126-513X
dc.identifier.urihttp://www.myiem.org.my/content/iem_journal_2008-179.aspx
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/13623
dc.descriptionLink to publisher's homepage at http://www.myiem.org.my/en_US
dc.description.abstractA study on two natural rivers during flood events located in the outskirt of Kuching city, Sarawak is carried out. This paper presents the results obtained from the field measurements, including velocity distributions, stage discharge relationships, roughness behaviours and discharge estimation. These have illustrated a large difference in velocity between the main channel and floodplain under flood conditions, and the effects of momentum transfer between deep and shallow flow, which include reduction in main channel velocity and discharge capacity, leading to a reduction in compound section capacity at depth above bankfull. Another significant characteristic for flow in natural rivers is that the floodplain regions are found to behave as a storage reservoir instead of conveying excess water. Flow resistance relationships have been presented in terms of Manning’s coefficient and Darcy-Weisbach friction factor, showing the complex nature of flow resistance in flooded natural rivers and further explaining the danger inherent in the conventional practices of extrapolating inbank data for the analysis of overbank flows. Results for discharge estimation have been shown for comparison with actual data, the errors incurred by applying empirical methods to compound channel flows have been quantified and found to depend on the particular method used.en_US
dc.language.isoenen_US
dc.publisherThe Institution of Engineers, Malaysiaen_US
dc.subjectDischarge estimationen_US
dc.subjectFlow resistanceen_US
dc.subjectNatural riveren_US
dc.subjectOverbank flowen_US
dc.subjectVelocity distributionen_US
dc.titleFlood-flow characteristics of equatorial natural rivers in Sarawak, Malaysiaen_US
dc.typeArticleen_US
dc.contributor.urlredaclai@eng.usm.myen_US


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