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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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 |
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NDLTD |
language |
English |
format |
Dissertation |
sources |
NDLTD |
topic |
Civil Engineering |
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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 |
work_keys_str_mv |
AT mcgaheycaroline acomputationalfluiddynamicsmodelforsedimentmovementbasedontheunitstreampowerapproach AT mcgaheycaroline computationalfluiddynamicsmodelforsedimentmovementbasedontheunitstreampowerapproach |
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