Transitional Flow in Channel Junctions
Publication: Journal of Hydraulic Engineering
Volume 115, Issue 2
Abstract
Combining open channel flow in rectangular channels of equal width is considered for transitions from sub‐ to supercritical flow. The upstream water level is determined by a one‐dimensional approach. Using appropriate observations, the solution is checked with experimental data and modifications proposed. It is shown that transitional flow can only exist if the lateral discharge is at least 15% of the total discharge. Furthermore, detailed measurements of the velocity field are presented. Finally, recommendations are given which allow a straightforward hydraulic design.
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Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 115 • Issue 2 • February 1989
Pages: 243 - 259
Copyright
Copyright © 1989 ASCE.
History
Published online: Feb 1, 1989
Published in print: Feb 1989
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