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Journal ArticleDOI

Coupled and Decoupled Numerical Modeling of Flow and Morphological Evolution in Alluvial Rivers

TLDR
In this article, the impacts of simplifications in the water-sediment mixture and global bed material continuity equations as well as of the asynchronous solution procedure for aggradation processes are investigated.
Abstract
Existing numerical river models are mostly built upon asynchronous solution of simplified governing equations. The strong coupling between water flow, sediment transport, and morphological evolution is thus ignored to a certain extent. An earlier study led to the development of a fully coupled model and identified the impacts of simplifications in the water-sediment mixture and global bed material continuity equations as well as of the asynchronous solution procedure for aggradation processes. This paper presents the results of an extended study along this line, highlighting the impacts on both aggradation and degradation processes. Simplifications in the continuity equations for the water-sediment mixture and bed material are found to have negligible effects on degradation. This is, however, in contrast to aggradation processes, in which the errors purely due to simplified continuity equations can be significant transiently. The asynchronous solution procedure is found to entail appreciable inaccuracy for both aggradation and degradation processes. Further, the asynchronous solution procedure can render the physical problem mathematically ill posed by invoking an extra upstream boundary condition in the supercritical flow regime. Finally, the impacts of simplified continuity equations and an asynchronous solution procedure are shown to be comparable with those of largely tuned friction factors, indicating their significance in calibrating numerical river models. It is concluded that the coupled system of complete governing equations needs to be synchronously solved for refined modeling of alluvial rivers.

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Citations
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Journal ArticleDOI

Computational Dam-Break Hydraulics over Erodible Sediment Bed

TL;DR: In this paper, a theoretical model is built upon the conservative laws of shallow water hydrodynamics, and a high-resolution numerical solution of the hyperbolic system is achieved using the total-variation-diminishing version of the second-order weighted average flux method in conjunction with the HLLC approximate Riemann solver and SUPERBEE limiter.
Journal ArticleDOI

One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks

TL;DR: In this paper, the equations of sediment transport, bed changes, and bed-material sorting are solved in a coupling procedure with a direct solution technique, while still decoupled from the flow model.
Journal ArticleDOI

A microstructural approach to bed load transport: mean behaviour and fluctuations of particle transport rates

TL;DR: In this article, a model of bed load transport, which describes the advection and dispersion of coarse particles carried by a turbulent water stream, has been proposed, where the particle flux fluctuations are determined by particle exchanges with the bed consisting of particle entrainment and deposition.
Journal ArticleDOI

Dam-break induced sediment movement: Experimental approaches and numerical modelling

TL;DR: In this article, the authors present the issues and the scope of work conducted under the framework of the European Research Project IMPACT, in the field of dam-break induced geomorphic flows, at the Universite Catholique de Louvain, Belgium.
Journal ArticleDOI

Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed

TL;DR: The numerical approximation of the two-dimensional morphodynamic model governed by the shallow water equations and bed-load transport following a coupled solution strategy is studied and it allows practitioners to adopt the most suitable sediment transport formula which better fits the field data.
References
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Journal ArticleDOI

Volume of fluid (VOF) method for the dynamics of free boundaries

TL;DR: In this paper, the concept of a fractional volume of fluid (VOF) has been used to approximate free boundaries in finite-difference numerical simulations, which is shown to be more flexible and efficient than other methods for treating complicated free boundary configurations.
Book

Engineering Fluid Mechanics

TL;DR: In this article, the authors present an approach for the analysis of flow properties and properties in a 3D manifold with respect to velocity, acceleration, and velocity distribution, and the Bernoulli Equation.
MonographDOI

Mechanics of Sediment Transport

Ning Chien, +1 more
TL;DR: In this paper, the authors present a synthesis of information gleaned from more than 800 papers spanning the fields of hydraulic engineering, mathematics, physics, geology, rheology and chemistry, giving the reader a profound understanding of the present status and direction of the industry's research efforts.
Book

Fluvial Processes in River Engineering

TL;DR: The authors collects and collates the significant advances in analytical methods for alluvial channel design, river morphology, and mathematical simulation of river channel changes from an engineering point of view, and presents a complete analytical treatment of river morphology and its responses to environmental and human-made changes from the engineering perspective.
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