Publication:
Stage discharge curve for Guillemard Bridge streamflow sation based on rating curve method using historical flood event data

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dc.citedby0
dc.contributor.authorRos F.C.en_US
dc.contributor.authorTosaka H.en_US
dc.contributor.authorSidek L.M.en_US
dc.contributor.authorDesa M.N.en_US
dc.contributor.authorArifin K.en_US
dc.contributor.authorid57222964772en_US
dc.contributor.authorid55812843500en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid55400510300en_US
dc.contributor.authorid55812835900en_US
dc.date.accessioned2023-12-29T07:45:43Z
dc.date.available2023-12-29T07:45:43Z
dc.date.issued2013
dc.description.abstractThe purpose of the stage-discharge curves varies from water quality study, flood modelling study, can be used to project climate change scenarios and so on. As the bed of the river often changes due to the annual monsoon seasons that sometimes cause by massive floods, the capacity of the river will changed causing shifting controlled to happen. This study proposes to use the historical flood event data from 1960 to 2009 in calculating the stage-discharge curve of Guillemard Bridge located in Sg. Kelantan. Regression analysis was done to check the quality of the data and examine the correlation between the two variables, Q and H. The mean values of the two variables then were adopted to find the value of difference between zero gauge height and the level of zero flow, �a�, K and �n� to fit into rating curve equation and finally plotting the stage-discharge rating curve. Regression analysis of the historical flood data indicate that 91 percent of the original uncertainty has been explained by the analysis with the standard error of 0.085. � Published under licence by IOP Publishing Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12130
dc.identifier.doi10.1088/1755-1315/16/1/012130
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84881101050
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84881101050&doi=10.1088%2f1755-1315%2f16%2f1%2f012130&partnerID=40&md5=0b92237c1d9d39503aac5daae68c6ffe
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30228
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.subjectGuillemard Bridge
dc.subjectKelantan
dc.subjectMalaysia
dc.subjectWest Malaysia
dc.subjectDischarge (fluid mechanics)
dc.subjectRegression analysis
dc.subjectStatistics
dc.subjectStream flow
dc.subjectUncertainty analysis
dc.subjectWater quality
dc.subjectClimate change scenarios
dc.subjectFlood modelling
dc.subjectHistorical floods
dc.subjectMonsoon season
dc.subjectRating curve
dc.subjectStage-discharge
dc.subjectStandard errors
dc.subjectWater quality studies
dc.subjectclimate change
dc.subjectconference proceeding
dc.subjectdata set
dc.subjecterror analysis
dc.subjectflood
dc.subjectflooding
dc.subjectflow modeling
dc.subjectrating curve
dc.subjectregression analysis
dc.subjectstage-discharge relationship
dc.subjectstreamflow
dc.subjectwater quality
dc.subjectFloods
dc.titleStage discharge curve for Guillemard Bridge streamflow sation based on rating curve method using historical flood event dataen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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