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Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/5256
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dc.contributor.authorYilmaz, L.-
dc.date.accessioned2020-11-04T20:30:47Z-
dc.date.available2020-11-04T20:30:47Z-
dc.date.issued2009-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/5256-
dc.description.abstractEmploying the similarity principle, this paper derives the bed load formulae. The formulae include relations for stream width, meander wave length, and bed slope, which are related to friction factor, bed load discharge, bed load diameter, and the water depth. On comparison using the data on the hydraulic geometry of several alluvial laboratory streams, the derived formulae are found to match well with those by Einstein (1950), Shields (1936), and Meyer-Peter and Muller model (1948).en_US
dc.language.isoenen_US
dc.publisherAllied Publishers Pvt. Limited, New Delhien_US
dc.subjectErosionen_US
dc.subjectSedimentationen_US
dc.subjectHydraulic Geometryen_US
dc.title213-Comparison of Bed Load Formulae in Hydraulic Geometry Using Similarity Principle.en_US
dc.typeTechnical Reporten_US
Appears in Collections:Proceedings of the International Conference on Water, Environment, Energy and Society (WEES-2009), 12-16 January 2009 at New Delhi, Vol.-4

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