TECHNICAL NOTES
Feb 1, 2008

Numerical Simulation of Equal and Opposing Subcritical Flow Junctions

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 2

Abstract

This study presents measured and computational results of a flow pattern at a junction with equal and opposing flows in the upstream channel that collide and turn 90° into the branch channel. The computational results are obtained using a two-dimensional, depth-averaged model with the k-ε turbulent closure scheme. The aim is to predict the recirculation zones that form as the flow turns into the branch channel. The simulated depth and velocity profiles in the upstream main and the downstream branch channels are found to compare well with the measurements made in the physical model for various inlet Froude numbers and width ratios of the main channel to the branch channel. The absolute relative error between the measured and computed contraction coefficient, a measure of the recirculation zone size, is less than 4.7%. The computational model is then used to develop curves for the contraction coefficient for various inlet Froude numbers and ratios of main channel width to the branch channel width for design purposes.

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 2February 2008
Pages: 267 - 273

History

Received: Sep 5, 2006
Accepted: May 4, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

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Authors

Affiliations

C. S. Frizzell
Former Graduate Student, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
A. A. Khan
Assistant Professor, Clemson Univ., 110 Lowry Hall, Clemson, SC 29634-0911.
D. E. Werth
Principal, Clemson Engineering Hydraulics, LLC, Anderson, SC 29625.

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