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Turbulence Dynamics in a Two-Phase Flow

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Sedimentation and Sediment Transport
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Abstract

Under proper conditions the turbulent flow over a sand bed picks up solid particles. The initial pick up, the suspended transport and the interaction between the two phases depend on the parameters:

$$ Re = \frac{{Uh}}{v}\;Fr = \frac{U}{{\sqrt {gh} }}\;{{\mathop{\rm Re}\nolimits} _s} = \frac{{\left| {{U_f} - {U_s}} \right|d}}{v}\;R = \frac{w}{{k{u^*}}}\;St = \frac{{{t^*}U}}{L}$$

and on the time scales: t* of the particles, t e of the energetic eddies and t v of the dissi-pative eddies, that is on:

$$ {t^*} = \frac{{{d^2}{\rho _s}}}{{18v{\rho _f}}}\;{t_e} = \frac{{kv}}{{{u^{*2}}}}{y^ + }\;{t_\eta } = \frac{{{k^{1/4}}V}}{{{u^{*2}}}}{({y^ + })^{1/4}}$$

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© 2003 Springer Science+Business Media Dordrecht

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Gaion, A. (2003). Turbulence Dynamics in a Two-Phase Flow. In: Gyr, A., Kinzelbach, W. (eds) Sedimentation and Sediment Transport. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-0347-5_8

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  • DOI: https://doi.org/10.1007/978-94-017-0347-5_8

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-6282-6

  • Online ISBN: 978-94-017-0347-5

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