Transitory distribution of the suspended sediment in a unidirectional non-uniform flow

Research areas:

• Systèmes marins en transition

Year:

2015

Keywords:

Suspended sediment, Vertical profile of the concentration, Non-uniform flow, Transitory state, Deposition, Erosion, Mud, Sand, Model a-ß

Authors:

• Martin Sanchez-Angulo

Journal:

Revue Paralia

ISSN:

1760-8716

BibTex:

@article{SANCHEZ2015, author = "Martin Sanchez-Angulo", abstract = "A 1DH modeling is implemented to study a particular case of transport in suspension along a channel corresponding to a 2DV problem. In order to include the vertical dimension, a model named a-{\ss} is used. This latter was developed to describe the vertical distribution of suspended sediment in a flow corresponding to an unsteady and/or non-uniform state, and including deposition and resuspension phenomena (SANCHEZ, 2013). Results show that in some regions of the studied domain, the α-{\ss} model describing the vertical distribution of suspended sediment, can be simplified because its two parameters (α and {\ss}) remain constant", doi = "https://doi.org/10.5150/revue-paralia.2015.s02", issn = "1760-8716", journal = "Revue Paralia", keywords = "Suspended sediment, Vertical profile of the concentration, Non-uniform flow, Transitory state, Deposition, Erosion, Mud, Sand, Model a-{\ss}", title = "{T}ransitory distribution of the suspended sediment in a unidirectional non-uniform flow", url = "http://dx.doi.org/10.5150/revue-paralia.2015.s02", year = "2015", }

Abstract:

A 1DH modeling is implemented to study a particular case of transport in suspension along a channel corresponding to a 2DV problem. In order to include the vertical dimension, a model named a-ß is used. This latter was developed to describe the vertical distribution of suspended sediment in a flow corresponding to an unsteady and/or non-uniform state, and including deposition and resuspension phenomena (SANCHEZ, 2013). Results show that in some regions of the studied domain, the α-ß model describing the vertical distribution of suspended sediment, can be simplified because its two parameters (α and ß) remain constant