DONATE

IAHR Document Library


« Back to Library Homepage « Journal of Hydraulic Research 1995 Issue 5

Non-breaking undular hydraulic jump

Author(s): Roger Reinauer; Willi H. Hager

Linked Author(s):

Keywords:

Abstract: The differences between the undular jump and the undular surge are described. Further, the limit approach flow depth and the channel width are defined for undular jumps governed by the Froude similarity law. Based on previous and present observations, the main flow characteristics of undular jumps are established. These include surface characteristics along the axis and the walls of the rectangular channel. Also, generalized surface profiles are presented. Finally, the formation of shocks is physically explained as a breakdown of the supercritical approach flow.

DOI: https://doi.org/10.1080/00221689509498564

Year: 1995

Copyright © 2024 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions