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Initial stages of erosion and bed form development in a turbulent flow around a cylindrical pier

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TLDR
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.
Abstract
[1] Bed load transport and erosion in fine sediment beds are mainly driven by the dynamics of the near-bed turbulent flow. In situations when the shear stress is not sufficiently high to produce significant transport, the presence of an obstacle can initiate erosion and trigger the development of bed forms, which are produced by the emergence of the turbulent horseshoe vortex (THV) system. We develop 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. The flow is simulated using the detached eddy simulation approach, which has been shown to accurately resolve most of the turbulent stresses produced by the THV. To compute the erosion, the Exner equation is coupled to a new bed load transport model that directly incorporates the effect of the instantaneous flow field on sediment transport. The morphodynamic model is integrated simultaneously with the flow equations using an arbitrary Lagrangian-Eulerian method for moving boundaries. Even though the time rate of scour is slower compared to the observations, the computed results exhibit essentially all the dynamics of erosion, including the emergence of ripples reported in the experiments of Dargahi (1990). The bed forms show similar velocities as reported in the experiments and are shown to be statistically similar to ripples measured in laboratory experiments and in nature. To our knowledge, this is the first three-dimensional simulation to capture the ripple dynamics that evolve naturally from the nonlinear interactions between the flow and the bed.

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Citations
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Journal ArticleDOI

Hydrodynamics of vegetated channels

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Experimental and computational investigation of local scour around bridge piers

TL;DR: In this paper, a hydrodynamic model is used to solve the unsteady Reynolds-averaged Navier-Stokes (URANS) equations closed with the k - ω turbulence model using a second-order accurate fractional step method.
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The influence of vegetation on turbulence and bed load transport

TL;DR: In this article, the influence of vegetation patches on near-bed turbulence, bed load transport rates, and sedimentation is not well understood, and the authors conducted a set of experiments in which they varied the mean flow velocity (U), total boundary shear stress (τ), or vegetation density between runs.
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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

Computational and experimental investigation of scour past laboratory models of stream restoration rock structures

TL;DR: In this paper, the authors used the coupled, hydro-morphodynamic Curvilinear Immersed Boundary (CURVIB) method to simulate local scour patterns around realistic model of stream restoration rock structures by taking into account and directly modeling their arbitrarily complex geometrical features.
References
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Book

Fractal Concepts in Surface Growth

TL;DR: The first chapter of this important new text is available on the Cambridge Worldwide Web server: http://www.cup.cam.ac.uk/onlinepubs/Textbooks/textbookstop.html as discussed by the authors.
BookDOI

Multiphase Flows with Droplets and Particles

TL;DR: In this article, the authors present a test case for a single-phase flow Turbulence Modulation by Particles (SPM) model using the Brownian Motion model.

Eddies Stream, and Convergence Zones in Turbulent Flows

J. C. R. Hunt
TL;DR: In this article, a set of objective criteria were found which describe regions in which the streamlines circulate, converge, or diverge, and form high streams of high velocity flow.
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