TECHNICAL PAPERS
Nov 1, 1998

Upper-Regime Plane Bed

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 11

Abstract

The analysis of a laboratory and field data set for sand-bed channels defines the characteristics of upper-regime plane bed with sediment transport. The occurrence of upper-regime plane bed relates to the laminar sublayer thickness δ and depends on shear velocity u*, median grain size d50, and grain shear Reynolds number R*. Two different boundary conditions are recognized: (1) Transition to hydraulically smooth when R* < 11.6; and (2) transition to hydraulically rough when R* > 11.6. In the first case, upper-regime plane bed is obtained when u*2gδ, where g is the gravitational acceleration. In the second case, upper-regime plane bed is observed when d50≅ 2δ. Temperature effects are possible when R* approaches 11.6, which explains the observations on the Missouri River. Resistance to flow for plane bed with sediment transport increases with the Shields parameter.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 11November 1998
Pages: 1086 - 1096

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Published online: Nov 1, 1998
Published in print: Nov 1998

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Authors

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P. Y. Julien, Member, ASCE,
Dept. of Civ. Engrg., Engrg. Res. Ctr., Colorado State Univ., Fort Collins, CO 80523.
Y. Raslan
Nat. Water Res. Ctr., Nile Res. Inst., Elqanatir, 13621, Egypt; formerly, Grad. Student, Colorado State Univ., Fort Collins, CO.

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