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Floodplain zoning simulation by using HEC-RAS and CCHE2D models in the Sungai Maka river

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dc.citedby37
dc.contributor.authorShahiriParsa A.en_US
dc.contributor.authorNoori M.en_US
dc.contributor.authorHeydari M.en_US
dc.contributor.authorRashidi M.en_US
dc.contributor.authorid57188933250en_US
dc.contributor.authorid57188922117en_US
dc.contributor.authorid57210922312en_US
dc.contributor.authorid56903800500en_US
dc.date.accessioned2023-05-29T06:12:22Z
dc.date.available2023-05-29T06:12:22Z
dc.date.issued2016
dc.description.abstractRiver flooding causes several human and financial casualties. It is necessary to perform research studies and implement subsequent actions consistent with the nature of the river. In order to reduce flood damage, floodplain zoning maps and river cross-sectional boundaries are important to nonstructural measures in planning and optimizing utilization of the areas around the river. Due to the complex behavior of the rivers during floods, computer modeling is the most efficient tool with the least possible cost to study and simulate the behavior of the rivers. In this study, one-dimensional model Hydrologic Engineering Centers�River Analysis System and two-dimensional model CCHE2D were used to simulate the flood zoning in the Sungai Maka district in Kelantan state, Malaysia. The results of these two models in most sections approximately match. Most differences in the results were in the shape of the river. � The authors.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4137/ASWR.S36089
dc.identifier.epage62
dc.identifier.scopus2-s2.0-84964253539
dc.identifier.spage55
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84964253539&doi=10.4137%2fASWR.S36089&partnerID=40&md5=b23e90874f3a2e41c5be722a2a9de4e9
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22806
dc.identifier.volume9
dc.publisherLibertas Academica Ltd.en_US
dc.relation.ispartofAll Open Access, Gold
dc.sourceScopus
dc.sourcetitleAir, Soil and Water Research
dc.titleFloodplain zoning simulation by using HEC-RAS and CCHE2D models in the Sungai Maka riveren_US
dc.typeArticleen_US
dspace.entity.typePublication
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