Generation of ripples by shear - flow instability
نویسنده
چکیده
We consider the linear stability of a monotonically decreasing, concave shear flow beneath a free surface with gravity and capillarity. An archetypical example, with current U = U0 exp(z/h), is solved analytically and studied in detail. Comparison with several other smooth velocity profiles indicates that the exponential profile is representative of all smooth monotonic concave velocity profiles. The modal instability is due to a resonance between gravity-capillary waves at the free surface, and a vorticial disturbance concentrated at a single sub-surface critical layer. The gravity-capillary waves participating in this resonance have negative intrinsic phase speed, but are Doppler shifted so that their actual phase speed is positive, and matches the speed of the base-state current at the critical level. The Reynolds stresses of an exponentially growing wave accelerate the below-trough Eulerian mean flow in the same direction as the base-state shear flow. The Rayleigh inflexion-point criterion does not apply in this situation because the unidirectional below-trough acceleration is balanced by recoil in the region above the troughs. Thus the total momentum of the fluid is unchanged by exponential growth of an unstable mode. Ripples are waves whose length is close to the gravity-capillary transition (wavelength 1.7cm), at which waves in still water have minimum phase speed. Ripples with negative intrinsic phase speed are most easily Doppler shifted so that their actual phase speed is positive and satisfies critical-layer resonance condition required by this instability. Growth is rapid: for typical ocean wind-drift layers the e-folding time of Doppler-shifted ripples is a fraction of a second.
منابع مشابه
Bedforms in a turbulent stream. Part 2: Formation of ripples by primary linear instability and of dunes by non-linear pattern coarsening
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, that of the latter being controled by the water depth. We revisit here this problem, using the computation of the turbulent flow over a wavy bottom performed in Part 1. A multi-scale description of the problem is proposed, in which the details o...
متن کاملRipple formation on a particle bed sheared by a viscous liquid. Part 1. Steady flow
A new approach to studying ripple formation in steady flow is proposed, based on a model for the erosion and deposition of the particles. Higher shear stresses at the crests lead to a loss of particles from there, which can suppress the instability induced by fluid inertia. This model accounts for recent observations that ripples do not grow when the fluid viscosity is increased, a behaviour no...
متن کاملControls on the height and spacing of eolian ripples and transverse dunes: A numerical modeling investigation
a r t i c l e i n f o Ripples and transverse dunes in areas of abundant sand supply increase in height and spacing as a function of time, grain size, and excess shear velocity. How and why each of these factors influence ripple and transverse dune size, however, is not precisely known. In this paper, the controls on the height and spacing of ripples and transverse dunes in areas of abundant san...
متن کاملGeneration of surface waves by shear-flow instability
We consider the linear stability of an inviscid parallel shear flow of air over water with gravity and capillarity. The velocity profile in the air is monotonically increasing upwards from the sea surface and is convex, while the velocity in the water is monotonically decreasing from the surface and is concave. An archetypical example, the ‘double-exponential’ profile, is solved analytically an...
متن کاملA hierarchical model for the formation of eolian
A linear stability analysis of sediment transport by wind or water over an erodible bed shows that perturbations in a narrow range of wavenumbers are ampli ed, leading to the formation of ripples with a wavelength dependent on the roughness length of the bed. The roughness length is proportional to the grain size of the sand and the square of the excess shear velocity at the bed. We propose tha...
متن کامل