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

 

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dc.contributor.advisor Armitage, Neil en_ZA
dc.contributor.author McGahey, Caroline en_ZA
dc.date.accessioned 2014-07-31T10:26:42Z
dc.date.available 2014-07-31T10:26:42Z
dc.date.issued 2001 en_ZA
dc.identifier.citation McGahey, C. 2001. A computational fluid dynamics model for sediment movement based on the unit stream power approach. University of Cape Town. en_ZA
dc.identifier.uri http://hdl.handle.net/11427/5026
dc.description Bibliography: leaves 171-181.
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. en_ZA
dc.language.iso eng en_ZA
dc.subject.other Civil Engineering en_ZA
dc.title A computational fluid dynamics model for sediment movement based on the unit stream power approach en_ZA
dc.type Master Thesis
uct.type.publication Research en_ZA
uct.type.resource Thesis en_ZA
dc.publisher.institution University of Cape Town
dc.publisher.faculty Faculty of Engineering and the Built Environment
dc.publisher.department Department of Civil Engineering en_ZA
dc.type.qualificationlevel Masters
dc.type.qualificationname MSc en_ZA
uct.type.filetype Text
uct.type.filetype Image
dc.identifier.apacitation McGahey, C. (2001). <i>A computational fluid dynamics model for sediment movement based on the unit stream power approach</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/5026 en_ZA
dc.identifier.chicagocitation McGahey, Caroline. <i>"A computational fluid dynamics model for sediment movement based on the unit stream power approach."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2001. http://hdl.handle.net/11427/5026 en_ZA
dc.identifier.vancouvercitation McGahey C. A computational fluid dynamics model for sediment movement based on the unit stream power approach. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2001 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/5026 en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - McGahey, Caroline AB - 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. DA - 2001 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 2001 T1 - A computational fluid dynamics model for sediment movement based on the unit stream power approach TI - A computational fluid dynamics model for sediment movement based on the unit stream power approach UR - http://hdl.handle.net/11427/5026 ER - en_ZA


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