On interfacial instability as a cause of transverse subcritical bed forms
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In this paper, the authors show that transverse waveforms on sand beds sheared by unidirectional currents can be initiated as an interfacial hydrodynamic instability of Kelvin-Helmholtz type when the current is sufficiently vigorous to produce general sediment movement, leading to the organization of the transport system into laterally extended, discrete bed forms.Abstract:
[1] Recent experimental results suggest there are at least two distinct bed form initiation processes. Bed forms may be generated from local bed defects that are propagated down and across stream by flow separation processes when sediment transport is patchy and sporadic. Alternatively, bed form development may occur over the whole bed at once when sediment transport is general and widespread. Herein, we critically test a simple model for this latter bed form initiation mode that was originally presented by H.-K. Liu in 1957 but not tested because of the complex nature of the measurements required. The theory is based on the idea that a moving sand bed might be likened to a dense fluid and that a hydrodynamic instability develops at the interface between the sediment transport layer and the near-bed fluid, leading to the organization of the transport system into laterally extended, discrete bed forms. Our predicted initial bed form lengths are within 10% of the lengths observed in a series of flume experiments, suggesting that transverse waveforms on sand beds sheared by unidirectional currents can be initiated as an interfacial hydrodynamic instability of Kelvin-Helmholtz type when the current is sufficiently vigorous to produce general sediment movement, that is, to create a sediment transport layer that acts as a pseudofluid with density composed of solid and fluid components.read more
Citations
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Morphodynamics and sedimentary structures of bedforms under supercritical-flow conditions: New insights from flume experiments
TL;DR: In this paper, the results of systematic flume experiments spanning a broad range of supercritical-flow bedforms (antidunes, chutes-and-pools and cyclic steps) developed in mobile sand beds of variable grain sizes are presented.
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Predicting bedforms and primary current stratification in cohesive mixtures of mud and sand
TL;DR: In this paper, a new extended bed-form phase diagram is presented that summarizes the bedforms generated in mixtures of sand and mud under rapidly decelerated flows and defines the stability fields of a range of bed-forms generated under flows that have modified fluid dynamics owing to the presence of suspended sediment.
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Numerical simulation of sand waves in a turbulent open channel flow
TL;DR: In this paper, a coupled hydro-morphodynamic numerical model was developed for simulation of stratified, turbulent flow over a mobile sand bed. The model is based on the curvilinear immersed boundary approach of Khosronejad et al. and is applied to simulate sand wave initiation, growth and evolution in a mobile bed laboratory open channel.
Journal ArticleDOI
Fluvial dunes: initiation, characterization, flow structure
TL;DR: The authors reviewed three notable challenges that remain regarding fluvial dunes, namely scale-consistent linking of bed morphologies with turbulent flow fields, the intriguing question of what causes trains of highly-ordered sediment waves to form in beds of river sediments, and how to define the important characteristics of a dune-covered bed, including lengths, shapes, and their statistical nature.
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Initial stages of erosion and bed form development in a turbulent flow around a cylindrical pier
TL;DR: In this article, the authors developed a numerical model to investigate the initial stages of erosion and the development of ripples produced by the THV system in the vicinity of a surface-mounted cylindrical pier.
References
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The different ripple formation mechanism
TL;DR: In this paper, the formation of ripples on an erodible sand bed by varying the roughness, the mass density of the uniform grain material and the history of the bed evolution was investigated.
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Measurement of hydraulic and sediment transport variables in a small recirculating flume
R. E. Rathbun,H. P. Guy +1 more
TL;DR: In this article, the average depth of flow over a ripple bed was determined by measuring the difference between the water surface elevation and the sand-bed elevation at a large number of positions and averaging the results.
Book
Development of bed configurations in coarse sands
TL;DR: Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Earth and Planetary Science, 1974 as mentioned in this paper, Boston, Massachusetts, United States of America, USA
Journal ArticleDOI
On the stability of lower stage plane beds and the absence of current ripples in coarse sands
TL;DR: In this paper, it is proposed that the lower stage plane bed remains stable and does not ripple because flow separation over bed defects is inhibited by the enhanced vertical mixing of boundary layer fluid over transitional to rough boundaries.