Back to results

Department of Civil Engineering

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

Abstract

dc:description.abstract

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.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
2001

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • McGahey, Caroline
Advisor dc:contributor.advisor
  • Armitage, Neil

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/5026
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/5026

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

McGahey, Caroline. A computational fluid dynamics model for sediment movement based on the unit stream power approach. Department of Civil Engineering, 2001. http://hdl.handle.net/11427/5026