Research Article
Aug 1982

Calculation of Secondary Currents in Channel Flow

Publication: Journal of the Hydraulics Division
Volume 108, Issue 8

Abstract

A model is presented for calculating the flow in channels with turbulence-driven secondary motion, with an emphasis on open channel flow. Algebraic expressions are derived for the Reynolds stresses in the momentum equations for the secondary motion by simplifying modelled Reynolds stress equations. A simple eddy viscosity model is used for the shear stresses in the logitudinal momentum equation. The kinetic energy k, and the dissipation rate ϵ of the turbulent motion appearing in the algebraic and eddy viscosity expressions are determined from transport equations for these quantities. The restricting influence of a free surface on the length scale of turbulence is accounted for by a special free surface boundary condition for ϵ. The resulting set of equations is solved with a marching forward numerical procedure for three-dimensional boundary layers. The model is tested by application to developed two-dimensional closed and open channel flow, closed square duct flow, and flow in open channels of various width-to-depth-ratios. Most features of these flows are simulated well by the model, including the reduction of the eddy viscosity near the free surface and the depression of the velocity maximum below the surface.

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Published In

Journal of the Hydraulics Division
Volume 108Issue 8August 1982
Pages: 948 - 968

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Published in print: Aug 1982
Published online: Feb 3, 2021

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Dan Naot
Visiting Sci., Univ. of Karlsruhe, Karlsruhe, West Germany. Presently Sr. Lect., Technion-Israel Inst. of Tech., Haifa, Israel
Wolfgang Rodi, M.ASCE
Prof., Univ. of Karlsruhe, West Germany

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