Full Text Available

Note: Clicking the button above will open the full text document at the original institutional repository in a new window.

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

Bibliography: leaves 171-181.

Saved in:
Bibliographic Details
Main Author: McGahey, Caroline
Other Authors: Armitage, Neil
Format: Thesis
Language:English
Published: Department of Civil Engineering 2014
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1867613234755796992
access_status_str Open Access
author McGahey, Caroline
author2 Armitage, Neil
author_browse Armitage, Neil
McGahey, Caroline
author_facet Armitage, Neil
McGahey, Caroline
author_sort McGahey, Caroline
collection Thesis
description Bibliography: leaves 171-181.
format Thesis
id oai:open.uct.ac.za:11427/5026
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:32:54.720Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/5026 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 Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
McGahey, Caroline
A computational fluid dynamics model for sediment movement based on the unit stream power approach
thesis_degree_str Master's
title 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_short 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
topic Civil Engineering
url http://hdl.handle.net/11427/5026
work_keys_str_mv AT mcgaheycaroline acomputationalfluiddynamicsmodelforsedimentmovementbasedontheunitstreampowerapproach
AT mcgaheycaroline computationalfluiddynamicsmodelforsedimentmovementbasedontheunitstreampowerapproach