This paper studies laboratory open-channel confluences using a 3D, elliptic
solution of the Reynolds-averaged Navier-Stokes equations, including a met
hod for approximating the effects of water surface elevation patterns and a
renormalization group modified form of the k-epsilon turbulence model. The
model was tested by comparison with laboratory measurements of an asymmetr
ic tributary junction. This suggests that although the model is unable to r
eproduce the quantitative detail (notably upwelling velocity magnitudes) of
the flow structures as measured in laboratory experiments, statistically s
ignificant aspects of the experimental observations are reproduced. The mod
el is used to (1) describe and explain the characteristic flow structures t
hat form in a confluence with one of the tributaries angled at 45 degrees,
both with and without an elevation difference Cbed discordance) in the angl
ed tributary; and (2) investigate the relative importance of junction angle
s (30 degrees, 45 degrees, and 60 degrees), bed discordance, and ratio of m
ean velocities in the tributary channels upon flow structures. This shows t
hat bed discordance significantly enhances secondary circulation because of
the effects of flow separation in the lee of the bed step, which significa
ntly increases lateral pressure gradients at the bed and reduces water surf
ace superelevation in the center of the tributary and water surface depress
ion at the downstream junction corner. Extension to consideration of a numb
er of junction angles, levels of bed discordance, and velocity ratios sugge
sts that a small (10%) reduction in tributary depth can significantly incre
ase the intensity of secondary circulation, albeit in a relatively localize
d manner. Simulations involving a numerical tracer illustrate the importanc
e of bed discordance for mixing between the two flows and question the use
of simple 2D parameterizations of mixing processes that do not consider bed
discordance when the latter is present.