Expressions for the Reynolds stress and bed shear stress are developed for nonuniform unsteady flow in open channels with streamwise sloping beds, assuming universal (logarithmic) velocity distribution law and using the Reynolds and continuity equations of two-dimensional open-channel flow. The computed Reynolds stress distributions are in agreement with experimental data. © ASCE.

Subhasish Dey

Department of Civil & Infrastructure Engineering

IIT Jodhpur

M.F. Lambert

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Journal	Journal of Hydraulic Engineering
ISSN	07339429