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Bedforms in a turbulent stream: formation of ripples by primary linear instability and of dunes by nonlinear pattern coarsening

Published online by Cambridge University Press:  13 April 2010

ANTOINE FOURRIÈRE ,
PHILIPPE CLAUDIN  and
BRUNO ANDREOTTI
ANTOINE FOURRIÈRE*
Affiliation:
Laboratoire de Physique et Mécanique des Milieux Hétérogènes, PMMH UMR 7636 CNRS-ESPCI-P6-P7, 10 rue Vauquelin, 75231 Paris Cedex 05, France
PHILIPPE CLAUDIN
Affiliation:
Laboratoire de Physique et Mécanique des Milieux Hétérogènes, PMMH UMR 7636 CNRS-ESPCI-P6-P7, 10 rue Vauquelin, 75231 Paris Cedex 05, France
BRUNO ANDREOTTI
Affiliation:
Laboratoire de Physique et Mécanique des Milieux Hétérogènes, PMMH UMR 7636 CNRS-ESPCI-P6-P7, 10 rue Vauquelin, 75231 Paris Cedex 05, France
*
†Email address for correspondence: antoine.fourriere@espci.fr
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Abstract

It is widely accepted that both ripples and dunes form in rivers by primary linear instability; the wavelength of the former scaling on the grain size and that of the latter being controlled by the water depth. We revisit here this problem in a theoretical framework that allows to give a clear picture of the instability in terms of dynamical mechanisms. A multi-scale description of the problem is proposed, in which the details of the different mechanisms controlling sediment transport are encoded into three quantities: the saturated flux, the saturation length and the threshold shear stress. Hydrodynamics is linearized with respect to the bedform aspect ratio. We show that the phase shift of the basal shear stress with respect to the topography, responsible for the formation of bedforms, appears in an inner boundary layer where shear stress and pressure gradients balance. This phase shift is sensitive to the presence of the free surface, and the related effects can be interpreted in terms of standing gravity waves excited by topography. The basal shear stress is dominated by this finite depth effect in two ranges of wavelength: when the wavelength is large compared to the flow depth, so that the inner layer extends throughout the flow, and in the resonant conditions, when the downstream material velocity balances the upstream wave propagation. Performing the linear stability analysis of a flat sand bed, the relation between the wavelength at which ripples form and the flux saturation length is quantitatively derived. It explains the discrepancy between measured initial wavelengths and predictions that do not take this lag between flow velocity and sediment transport into account. Experimental data are used to determine the saturation length as a function of grain size and shear velocity. Taking the free surface into account, we show that the excitation of standing waves has a stabilizing effect, independent of the details of the flow and sediment transport models. Consequently, the shape of the dispersion relation obtained from the linear stability analysis of a flat sand bed is such that dunes cannot result from a primary linear instability. We present the results of field experiments performed in the natural sandy Leyre river, which show the formation of ripples by a linear instability and the formation of dunes by a nonlinear pattern coarsening limited by the free surface. Finally, we show that mega-dunes form when the sand bed presents heterogeneities such as a wide distribution of grain sizes.

Type
Papers
Information
Journal of Fluid Mechanics , Volume 649 , 25 April 2010 , pp. 287 - 328
Copyright
Copyright © Cambridge University Press 2010

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