Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/16239
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dc.contributor.authorAudu, Muhammad Lukman-
dc.contributor.authorMusa, Nicholas Akhaze-
dc.contributor.authorMuhammadu, Masin Muhammadu-
dc.date.accessioned2022-12-29T08:09:43Z-
dc.date.available2022-12-29T08:09:43Z-
dc.date.issued2022-08-25-
dc.identifier.citation2en_US
dc.identifier.issn22-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/16239-
dc.description.abstractThe paper presents a model to carry out a short-term flow data extension for a minimum of 30 years using the Gauss–Newton Empirical Regression Algorithm (GNRA) for the determination of the hydropower generation capacity of rivers in ungauged channels. An averaged 2 years of precipitation, observed experimental discharged data, and 30 years of historical and predictive precipitation data were used to generate a regression model equation after authentication analysis. A minimum, average, and maximum of 30 years of historical, and predictive discharge data and power characteristics of the river were generated. A discharge predictive accuracy of 96.71% and a Pearson Correlation Coefficient of 0.954 were established between the experimental and model results. The river has minimum, average, and peak power potentials of 5 MW, 10 MW, and 20 MW, respectively, and is capable of yielding power throughout the year.en_US
dc.description.sponsorshipselfen_US
dc.language.isoenen_US
dc.publisherInternational Conference on Advances in Mechanical Engineeringen_US
dc.relation.ispartofseriesICAME;22-
dc.subjectdata extension; discharge; rivers; hydroen_US
dc.subjectanalysisen_US
dc.titleModel Development for Discharge Data Extension for Ungauged Rivers Channels: A Case Study of the Proposed River Orle Hydropower Planten_US
dc.typePresentationen_US
Appears in Collections:Mechanical Engineering

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