SUMMARY
The axisymmetrical, viscous flow in curved channels is considered in the case where the hydraulic radius of the cross-section is small with respect to the average of curvature of the bend.
F t Ananyan1
s theory on this subject is reconsidered, using a regular per-turbat method. The results are applied to a specific channel with a shallow rectangular cross-section. This yields solutions for the tangential velocity-component, the secondary circulation and the influence of the latter on the former.
Second the case of a shallow, rectangular cross-section is treated, using the method of matched asymptotic expansions .. This yields solutions of the velocity-components three separa~e regions of the cross-section (viz. near each side-wall and near the central axis of the cross-section), which turn out to be sums
(constant, depending on )
~the
flow parametersand~
(the channel geometry )(function of the
x
~ized
radial and(co-ordinates
normal- )
vertical~
)
Within the limitations of the theory, the functions, which have been tabulated here, are valid for all channel~ with a shallow, rectangular cross-section. Once these functions being known, it is possible to determine the velocity-components without solving the differential equations.
Finally, in order to find continuous velocity-profiles, the solutions in the three separate regions are composed to solutions valid in the entire cross-section. These composite solutions turn out to agree well with the results of Ananyan's theory.