The flow field downstream of a hydraulic jump

Author:

Hornung Hans G.,Willert Christian,Turner Stewart

Abstract

A control-volume analysis of a hydraulic jump is used to obtain the mean vorticity downstream of the jump as a function of the Froude number. To do this it is necessary to include the conservation of angular momentum. The mean vorticity increases from zero as the cube of Froude number minus one, and, in dimensionless form, approaches a constant at large Froude number. Digital particle imaging velocimetry was applied to travelling hydraulic jumps giving centre-plane velocity field images at a frequency of 15 Hz over a Froude number range of 2–6. The mean vorticity determined from these images confirms the control-volume prediction to within the accuracy of the experiment. The flow field measurements show that a strong shear layer is formed at the toe of the wave, and extends almost horizontally downstream, separating from the free surface at the toe. Various vorticity generation mechanisms are discussed.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference11 articles.

1. Long, D. , Rajaratnam, N. , Steffler, P. M. & Smy, P. R. 1991 Structure of flow in hydraulic jumps.J. Hydr. Res. 29,207–218.

2. McCorquodale, J. A. & Khalifa, A. 1983 Internal flow in hydraulic jumps.J. Hydr. Engng, ASCE 109,684–701.

3. Wu, J.Z. 1993 Vorticity dynamics on a fluid-fluid interface. Presented at SIAM Annual Meeting, Philadelphia, PA, July 12–16 .

4. Hornung, H. 1992 The mean vorticity downstream of a hydraulic jump.11th Australasian Fluid Mechanics Conference, Hobart, pp.929–932.

5. Rood, E. P. 1994 Interpreting vortex interactions with a free surface.Trans. ASME I:J. Fluids Engng (to appear).

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