213-Comparison of Bed Load Formulae in Hydraulic Geometry Using Similarity Principle.

dc.contributor.author	Yilmaz, L.
dc.date.accessioned	2020-11-04T20:30:47Z
dc.date.available	2020-11-04T20:30:47Z
dc.date.issued	2009
dc.identifier.uri	http://117.252.14.250:8080/jspui/handle/123456789/5256
dc.description.abstract	Employing 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.iso	en	en_US
dc.publisher	Allied Publishers Pvt. Limited, New Delhi	en_US
dc.subject	Erosion	en_US
dc.subject	Sedimentation	en_US
dc.subject	Hydraulic Geometry	en_US
dc.title	213-Comparison of Bed Load Formulae in Hydraulic Geometry Using Similarity Principle.	en_US
dc.type	Technical Report	en_US