IAHR Document Library

« Back to Library Homepage « Journal of Hydraulic Research 2012 Issue 4

Scour formation due to simultaneous circular impinging jet and wall jet

Author(s): Mojtaba Mehraein; Masoud Ghodsian; Anton J. Schleiss

Linked Author(s): Masoud Ghodsian, Anton J. Schleiss

Keywords: Densimetric Froude number; impinging jet; laboratory experiment; scour; wall jet

Abstract: Experiments involving both a circular wall jet and an impinging jet were conducted, as occurring at irrigation control structures or at dams with combined crest and low-level spillways. The effects of the non-dimensional parameters on the scour hole dimensions have been investigated. It was found that the effect of the expansion ratio of the channel width to the jet diameter is negligible for values larger than 22.5 and 35, depending on the experimental conditions. The scour depth decreases with increasing tailwater depth and the horizontal distance between the impinging jet and the origin of the wall jet. The scour length and the distance between the end of the ridge and the wall jet origin increase with decreasing densimetric Froude number of the impinging jet. The opposite trend occurs for decreasing densimetric Froude number of the wall jet. An empirical relationship for estimating the scour depth due to the simultaneous jet action is given.


Year: 2012

Copyright © 2022 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions