Publication:
Hydrological assessment for mini hydropower potential at Sungai Pahang @ Temerloh

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dc.citedby9
dc.contributor.authorSidek L.M.en_US
dc.contributor.authorZaki A.Z.A.en_US
dc.contributor.authorMustaffa Z.en_US
dc.contributor.authorIbrahim M.I.H.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorThiruchelvam S.en_US
dc.contributor.authorBasri H.en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid55812574000en_US
dc.contributor.authorid55812340600en_US
dc.contributor.authorid57199802454en_US
dc.contributor.authorid55812444000en_US
dc.contributor.authorid55812442400en_US
dc.contributor.authorid57065823300en_US
dc.date.accessioned2023-12-29T07:45:07Z
dc.date.available2023-12-29T07:45:07Z
dc.date.issued2013
dc.description.abstractSg Pahang at Temerloh was considered for assessment of hydropower potential using hydrological analysis method and hydrological model. The available data related to topography, soil, land use, weather and discharge pertaining to the study catchment were used to characterize the catchment. The characterization was required for water resources hence hydropower assessment. The hydrology of the study catchment was simulated through the model. This hydrological study is required due to the proposed mini hydroelectric power plant at Pulau Temerloh. It is essential to evaluate the existing river flow characteristic and to model the environmental flow assessment of the river. Two rainfalll stations, JPS Temerloh and Pintu Kawalan Paya Kertam Station are selected to develop the Rainfall Intensity Duration frequency (RIDF) Curve to determine the rainfall intensity of the area. Daily river flow were recorded at Sg Pahang at Temerloh and Sg Pahang at Lubok Paku were used to develop the Flow Duration Curve (FDC) to study the characteristic of Sungai Pahang flow. The 7 days low flow with 10 years return period (7Q10 low flow) was obtained using both Gumbel Method and Log Pearson Type III Method. The results from FDC shows that 50% percentage of time the Sg Pahang @ Temerloh is exceeded over a historical period is 400 m 3/s and 50% percentage of time the Sg Pahang @ Lubok Paku is exceeded over a historical period is 650 m3/s. The required environmental flow are set to be 7Q10 low flow which is 64.215 m3/s for Sg Pahang at Temerloh and 79.24 m3/s for Sg Pahang at Lubok Paku. The results show the water resources are abundant and hence boost the mini hydropower potentiality at Sg Pahang. � Published under licence by IOP Publishing Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12046
dc.identifier.doi10.1088/1755-1315/16/1/012046
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84881101703
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84881101703&doi=10.1088%2f1755-1315%2f16%2f1%2f012046&partnerID=40&md5=d33131feb9611b785b1178d6439eebc2
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30162
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.subjectMalaysia
dc.subjectPahang
dc.subjectPahang River
dc.subjectWest Malaysia
dc.subjectCatchments
dc.subjectComputer simulation
dc.subjectHydroelectric power
dc.subjectRain
dc.subjectRunoff
dc.subjectStream flow
dc.subjectWater resources
dc.subjectEnvironmental flow assessments
dc.subjectFlow duration curve
dc.subjectHistorical periods
dc.subjectHydrological analysis
dc.subjectHydrological assessment
dc.subjectHydrological models
dc.subjectHydropower potential
dc.subjectRainfall intensity duration frequency
dc.subjectcatchment
dc.subjectdischarge
dc.subjecthistorical record
dc.subjecthydroelectric power
dc.subjecthydrological modeling
dc.subjectrainfall
dc.subjectresource availability
dc.subjectriver flow
dc.subjectsimulation
dc.subjectHydroelectric power plants
dc.titleHydrological assessment for mini hydropower potential at Sungai Pahang @ Temerlohen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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