Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/8487
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dc.contributor.authorGbadeo, Olukemi-
dc.contributor.authorBusari, Afis-
dc.date.accessioned2021-07-11T14:10:58Z-
dc.date.available2021-07-11T14:10:58Z-
dc.date.issued2014-06-15-
dc.identifier.issn2278-0181-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/8487-
dc.descriptionIJERT Publishingen_US
dc.description.abstractEstimation of design flood for River Bako Kpakungu, Minna, Niger State, Nigeria is an important components needed for the construction of hydraulic structures across the River. The unit hydrograph method was used to calculate the peak flow. Three distributions: Normal, Extreme value type (I) and Gamma distributions were applied to 25 (Twenty Five) years annual rainfall data to find the distribution that best fit the rainfall data employed. Among the three distributions used, the Extreme Value Type I (EVTI) was found to have the line of best fit with the regression coefficient of 0.96. Also, the annual maximum rainfall data for 25 years were employed to estimate design flood. For the design flood in the selected -River Bako four different types of land cover were considered and corresponding design flood estimated. The probable maximum precipitation obtained formed the basis for the estimation of Probable Maximum Flood for the return periods of 25, 50 and 100 years. The Probable Maximum Flood (PMF) obtained for the return period of 25, 50 and 100 years were 132.8, 144.2and 154.9 respectively.en_US
dc.description.sponsorshipFederal University of Technology Minnaen_US
dc.language.isoenen_US
dc.publisherIJERTen_US
dc.subjectFlood frequency analysisen_US
dc.subjectProbable maximum flooden_US
dc.subjectpeak flowen_US
dc.subjectprobable maximum precipitationen_US
dc.titleFlood Frequency Analysis of River Bako, Niger State, Nigeriaen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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