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Direct numerical simulation of a turbulent hydraulic jump: turbulence statistics and air entrainment

Published online by Cambridge University Press:  16 May 2016

Milad Mortazavi ,
Vincent Le Chenadec Open the ORCID record for Vincent Le Chenadec [Opens in a new window] ,
Parviz Moin  and
Ali Mani
Milad Mortazavi
Affiliation:
Center for Turbulence Research Stanford University, Stanford, CA 94305, USA
Vincent Le Chenadec
Affiliation:
Center for Turbulence Research Stanford University, Stanford, CA 94305, USA
Parviz Moin
Affiliation:
Center for Turbulence Research Stanford University, Stanford, CA 94305, USA
Ali Mani*
Affiliation:
Center for Turbulence Research Stanford University, Stanford, CA 94305, USA
*
†Email address for correspondence: alimani@stanford.edu
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Abstract

We present direct numerical simulation (DNS) of a stationary turbulent hydraulic jump with inflow Froude number of 2, Weber number of 1820 and density ratio of 831, consistent with ambient water–air systems, all based on the inlet height and inlet velocity. A non-dissipative geometric volume of fluid (VOF) method is used to track the detailed interactions between turbulent flow structures and the nonlinear interface dynamics. Level set equations are also solved concurrent with VOF in order to calculate the interface curvature and surface tension forces. The mesh resolution is set to resolve a wide range of interfacial scales including the Hinze scale. Calculations are compared against experimental data of void fraction and interfacial scales indicating, reasonable agreement despite a Reynolds number mismatch. Multiple calculations are performed confirming weak sensitivity of low-order statistics and void fraction on the Reynolds number. The presented results provide, for the first time, a comprehensive quantitative data for a wide range of phenomena in a turbulent breaking wave using DNS. These include mean velocity fields, Reynolds stresses, turbulence production and dissipation, velocity spectra and air entrainment data. In addition, we present the energy budget as a function of streamwise location by keeping track of various energy exchange processes in the wake of the jump. The kinetic energy is mostly transferred to pressure work, potential energy and dissipation while surface energy plays a less significant role. Our results indicate that the rate associated with various energy exchange processes peak at different streamwise locations, with exchange to pressure work flux peaking first, followed by potential energy flux and then dissipation. The energy exchange process spans a streamwise length of order ${\sim}10$ jump heights. Furthermore, we report statistics associated with bubble transport downstream of the jump. The bubble formation is found to have a periodic nature. Meaning that the bubbles are generated in patches with a specific frequency associated with the roll-up frequency of the roller at the toe of the jump, with its footprint apparent in the velocity energy spectrum. Our study also provides the ensemble-averaged statistics of the flow which we present in this paper. These results are useful for the development and validation of reduced-order models such as dissipation models in wave dynamics simulations, Reynolds-averaged Navier–Stokes models and air entrainment models.

JFM classification

Multiphase and Particle-laden Flows: Gas/liquid flow
Type
Papers
Information
Journal of Fluid Mechanics , Volume 797 , 25 June 2016 , pp. 60 - 94
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Copyright
© 2016 Cambridge University Press 

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Mortazavi et al. supplementary movie

Simulation of turbulent hydraulic jump at Fr=2.0, We=1820, and Re=11000. Shown is the air-water interface defined by VF=0.5.

Download Mortazavi et al. supplementary movie(Video)
Video 30.8 MB

Mortazavi et al. supplementary movie

Simulation of turbulent hydraulic jump at Fr=2.0, We=1820, and Re=11000. Shown is the air-water interface defined by VF=0.5.

Download Mortazavi et al. supplementary movie(Video)
Video 29.1 MB