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Stability Diagrams of Bed Evolution for Vertically Averaged and Moment (VAM) Models
by
Elgamal, Mohamed Hassan
, Mumtaz, Mohd Aamir
in
Approximation
/ Bed load
/ Bedforms
/ Environmental aspects
/ Evolution
/ evolution of bedforms
/ Flatbed
/ Flow velocity
/ Froude number
/ Hydraulics
/ Hydrostatic pressure
/ Load
/ Low flow
/ low-regime bedforms
/ moment-based Chezy formula
/ Morphology
/ Perturbation methods
/ Phase lag
/ Realism
/ Rivers
/ Sediment transport
/ Shallow water equations
/ Shear stress
/ Stability analysis
/ stability analysis diagram
/ Suspended load
/ velocity over varied topography
/ vertically averaged and moment models
/ Wavelengths
2025
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Stability Diagrams of Bed Evolution for Vertically Averaged and Moment (VAM) Models
by
Elgamal, Mohamed Hassan
, Mumtaz, Mohd Aamir
in
Approximation
/ Bed load
/ Bedforms
/ Environmental aspects
/ Evolution
/ evolution of bedforms
/ Flatbed
/ Flow velocity
/ Froude number
/ Hydraulics
/ Hydrostatic pressure
/ Load
/ Low flow
/ low-regime bedforms
/ moment-based Chezy formula
/ Morphology
/ Perturbation methods
/ Phase lag
/ Realism
/ Rivers
/ Sediment transport
/ Shallow water equations
/ Shear stress
/ Stability analysis
/ stability analysis diagram
/ Suspended load
/ velocity over varied topography
/ vertically averaged and moment models
/ Wavelengths
2025
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Do you wish to request the book?
Stability Diagrams of Bed Evolution for Vertically Averaged and Moment (VAM) Models
by
Elgamal, Mohamed Hassan
, Mumtaz, Mohd Aamir
in
Approximation
/ Bed load
/ Bedforms
/ Environmental aspects
/ Evolution
/ evolution of bedforms
/ Flatbed
/ Flow velocity
/ Froude number
/ Hydraulics
/ Hydrostatic pressure
/ Load
/ Low flow
/ low-regime bedforms
/ moment-based Chezy formula
/ Morphology
/ Perturbation methods
/ Phase lag
/ Realism
/ Rivers
/ Sediment transport
/ Shallow water equations
/ Shear stress
/ Stability analysis
/ stability analysis diagram
/ Suspended load
/ velocity over varied topography
/ vertically averaged and moment models
/ Wavelengths
2025
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Stability Diagrams of Bed Evolution for Vertically Averaged and Moment (VAM) Models
Journal Article
Stability Diagrams of Bed Evolution for Vertically Averaged and Moment (VAM) Models
2025
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Overview
This study presents, for the first time, a detailed linear stability analysis (LSA) of bedform evolution under low-flow conditions using a one-dimensional vertically averaged and moment (1D-VAM) approach. The analysis focuses exclusively on bedload transport. The classical Saint-Venant shallow water equations are extended to incorporate non-hydrostatic pressure terms and a modified moment-based Chézy resistance formulation is adopted that links bed shear stress to both the depth-averaged velocity and its first moment (near-bed velocity). Applying a small-amplitude perturbation analysis to an initially flat bed, while neglecting suspended load and bed slope effects, reveals two distinct modes of morphological instability under low-Froude-number conditions. The first mode, associated with ripple formation, features short wavelengths independent of flow depth, following the relation F2 = 1/(kh), and varies systematically with both the Froude and Shields numbers. The second mode corresponds to dune formation, emerging within a dimensionless wavenumber range of 0.17 to 0.9 as roughness increases and the dimensionless Chézy coefficient C∗ decreases from 20 to 10. The resulting predictions of the dominant wavenumbers agree well with recent experimental observations. Critically, the model naturally produces a phase lag between sediment transport and bedform geometry without empirical lag terms. The 1D-VAM framework with Exner equation offers a physically consistent and computationally efficient tool for predicting bedform instabilities in erodible channels. This study advances the capability of conventional depth-averaged models to simulate complex bedform evolution processes.
Publisher
MDPI AG
Subject
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