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The effect of geometry and bottom friction on local bed forms in a tidal embayment

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TLDR
In this paper, a 2DH idealized local morphodynamic model for a tidal channel was used to demonstrate that estuarine bars with typical length scales on the order of the tidal excursion length can develop as the result of a positive feedback between water motion, sediment transport and the sandy bottom.
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This article is published in Continental Shelf Research.The article was published on 2002-07-01 and is currently open access. It has received 75 citations till now. The article focuses on the topics: Length scale & Suspended load.

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Citations
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Journal ArticleDOI

Non-linear channel–shoal dynamics in long tidal embayments

TL;DR: In this paper, the dynamics of finite-amplitude bed forms in a tidal channel is studied with the use of an idealized morphodynamic model, which is based on depth-averaged equations for the tidal flow over a sandy bottom.
Journal ArticleDOI

Numerical modelling of hydrodynamics and sand transport in the tide-dominated coastal-to-estuarine region

TL;DR: In this article, the authors used a numerical morphological model system, TELEMAC, to understand the influences of tide, waves and sediment sizes on the sand exchange between an estuary and the adjacent coastal region.
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Modelling the morphodynamics of a tidal shelf sea

TL;DR: In this paper, numerical simulations of the basin-scale morphodynamics of an idealised, semi-enclosed, energetic tidal shelf sea were carried out using a finite-difference model of bed-level change.
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Can tide dominance be inferred from the point-bar pattern of tidal meandering channels?†

TL;DR: In this article, the authors performed 2D numerical simulations of flow and bed topography in a channel consisting of a sequence of tidal meanders connected to a tidal sea at one end and closed at the other end and found that the key factor controlling the phase of the point bar pattern relative to curvature is the flood- or ebb dominant character of the basic flow field.
References
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Book

Coastal and Estuarine Sediment Dynamics

K.R. Dyer
TL;DR: The physical concepts governing sediment movement in the sea with the minimum of mathematics have been established in this paper, with a focus on the measurement and prediction of sea transportation of sediment, and detailed physical processes within regional sediment circulation patterns.
Book

Numerical methods for shallow-water flow

TL;DR: In this paper, the effects of space discretization on wave propagation are investigated and a detailed treatment of boundary conditions is given. But the results are limited to three-dimensional shallow-water flows.
Journal ArticleDOI

Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. The sand-silt river

TL;DR: In this paper, the authors formulated a fluid flow model with a series of approximate but reasonable assumptions for straight channels with non-cohesive sand and silt banks and showed that the model can be applied to a more general treatment of natural rivers, which would include various complicating factors such as meandering, sediment sorting and seepage.
Journal ArticleDOI

Laboratory measurements of the direction of sediment transport on transverse alluvial-bed slopes

TL;DR: In this article, the effect of a sloping bed on the direction of sediment transport is determined by conducting bed-levelling experiments, and a distinction is made between laboratory conditions and natural rivers.
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Frequently Asked Questions (1)
Q1. What are the contributions mentioned in the paper "The effect of geometry and bottom friction on local bed forms in a tidal embayment" ?

In the case that the width is much smaller than the tidal excursion length and non-linear bottom friction is used, there is good qualitative agreement with results from 3D models reported in literature which were applied to the same parameter regime.