12 research outputs found

    The variability of antidune morphodynamics on steep slopes

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    Steep streams on rough beds are generally characterised by supercritical flow conditions under which antidunes can develop and migrate over time. In this paper, we present flume experiments that we conducted to investigate the variability of antidune geometry and migration celerity, a variability observed even under steady-state conditions. Quantifying this variability is important for river morphodynamics, hydraulics and paleohydraulics. We imposed moderate to intense bedload transport rates at the flume inlet to assess their effects on antidune morphodynamics for near-constant values of the mean bed slope. The bed elevation profile was monitored for each experiment with high spatial and temporal resolution. Upstream migrating antidunes were observed along most of the flume length. Considering single values for wavelength and celerity was not sufficient to describe the antidune behaviour in these experiments. By using spectral analysis, we identified the variability ranges of bedform shape and celerity. Interestingly, migration celerity increased with increasing antidune wavelength; the opposite trend was reported for dunes in other studies. Antidunes were more uniform and migrated faster for higher sediment feeding rates. Scaling the spectra made it possible to find a general dimensionless relationship between antidune wavelength and celerity. This framework provides a novel method for estimating the mean bedload transport rate in the presence of upstream migrating antidunes

    Particle motion of bed-load sediment moving over a smooth bed

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    The continuous motion of bed load moving particle over a smooth bed was experimentally studied. Particle motion was filmed by a CCD camera and an ad hoc Image Processing software was applied to track particles. The streamwise components of instantaneous particle velocity and mean particle velocity within each trajectory were quantified. Statistical properties of particle trajectories were investigated for three different hydrodynamic conditions. A clear dependence of the statistical moments of particle velocity on shear velocity was observed. The probability density function of the instantaneous streamwise velocity is well fitted by a Normal or a Gamma distribution, depending whether or not one single motion mode (sliding, rolling, saltation) prevails on the other ones. Finally, the correspondence between the autocorrelation time scale of instantaneous velocity and the bursting time scale was identified as a footprint of the hydrodynamic properties of the turbulent flow field on particle motion

    The incipient motion of sediment in a channel with model emergent vegetation

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    In a bare channel (without vegetation), the incipient velocity for sediment motion, U[subscript crit], has historically been related to the mean bed shear stress ([bar over τ]) o or friction velocity (U[subscript ∗] = √[bar over τ]/ρ). More recent studies, however, suggest turbulence also plays a role. This paper examines whether the onset of sediment motion in a vegetated channel is correlated with U[subscript ∗], or turbulence (k[subscript τ). Images collected with a digital camera were interrogated with a particle-tracking code to measure sediment transport for different vegetation density and channel velocity. The trend in sediment transport with channel velocity was used to identify U[subscript crit] for each stem density. The values of k[subscript τ and U[subscript ∗] were estimated at Ucrit. However, none of these parameters produced a constant threshold across all stem density and bare bed. We construct a new metric representing the peak turbulent velocities impinging on the bed that produces a constant threshold value for all cases

    Quantifying the influence of rainfall, vegetation and animals on soil erosion and hillslope connectivity in the monsoonal tropics of northern Australia

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