A computational fluid dynamics model for sediment movement based on the unit stream power approach

Bibliography: leaves 171-181. === This thesis introduces a three-dimensional numerical model based on the unit stream power approach for the prediction of scour profiles. The unit stream power approach is employed to define the incipient motion criteria for the sediment particles by comparing the av...

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Bibliographic Details
Main Author: McGahey, Caroline
Other Authors: Armitage, Neil
Format: Dissertation
Language:English
Published: University of Cape Town 2014
Subjects:
Online Access:http://hdl.handle.net/11427/5026
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spelling ndltd-netd.ac.za-oai-union.ndltd.org-uct-oai-localhost-11427-50262021-06-16T05:09:13Z A computational fluid dynamics model for sediment movement based on the unit stream power approach McGahey, Caroline Armitage, Neil Civil Engineering Bibliography: leaves 171-181. This thesis introduces a three-dimensional numerical model based on the unit stream power approach for the prediction of scour profiles. The unit stream power approach is employed to define the incipient motion criteria for the sediment particles by comparing the available applied stream power with the individual particle power requirements for motion (Rooseboom 1992). The Movability Number (Lui 1957), which represents the shear velocity-settling velocity ratio, is related to the unit stream power and is applied as an alternative incipient motion criterion. The Movability Number, as adapted by Armitage (2001) to account for topography, is utilised for scour hole predictions. 2014-07-31T10:26:42Z 2014-07-31T10:26:42Z 2001 Master Thesis Masters MSc http://hdl.handle.net/11427/5026 eng application/pdf University of Cape Town Faculty of Engineering and the Built Environment Department of Civil Engineering
collection NDLTD
language English
format Dissertation
sources NDLTD
topic Civil Engineering
spellingShingle Civil Engineering
McGahey, Caroline
A computational fluid dynamics model for sediment movement based on the unit stream power approach
description Bibliography: leaves 171-181. === This thesis introduces a three-dimensional numerical model based on the unit stream power approach for the prediction of scour profiles. The unit stream power approach is employed to define the incipient motion criteria for the sediment particles by comparing the available applied stream power with the individual particle power requirements for motion (Rooseboom 1992). The Movability Number (Lui 1957), which represents the shear velocity-settling velocity ratio, is related to the unit stream power and is applied as an alternative incipient motion criterion. The Movability Number, as adapted by Armitage (2001) to account for topography, is utilised for scour hole predictions.
author2 Armitage, Neil
author_facet Armitage, Neil
McGahey, Caroline
author McGahey, Caroline
author_sort McGahey, Caroline
title A computational fluid dynamics model for sediment movement based on the unit stream power approach
title_short A computational fluid dynamics model for sediment movement based on the unit stream power approach
title_full A computational fluid dynamics model for sediment movement based on the unit stream power approach
title_fullStr A computational fluid dynamics model for sediment movement based on the unit stream power approach
title_full_unstemmed A computational fluid dynamics model for sediment movement based on the unit stream power approach
title_sort computational fluid dynamics model for sediment movement based on the unit stream power approach
publisher University of Cape Town
publishDate 2014
url http://hdl.handle.net/11427/5026
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