Shear stresses in turbulent flow through concentric annuli

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dc.contributor.advisorKilner, F Aen_ZA
dc.contributor.authorKennedy, Angus Listeren_ZA
dc.date.accessioned2016-03-23T06:58:34Z
dc.date.available2016-03-23T06:58:34Z
dc.date.issued1977en_ZA
dc.descriptionBibliography: pages 161-164.en_ZA
dc.description.abstractA novel experimental approach to the direct measurement of wall shear stresses in fully developed turbulent flow in concentric annuli is presented. By means of a specially constructed 6 m test rig known as the 'floating sleeve', results of individual wall shear stresses, friction factors and shear stress distributions were obtained for Reynolds numbers from 25 000 to 220 000 with radius ratios from 0,091 to 0,376. Tests were conducted using both smooth and rough annuli. A summary of previous investigations and an examination of the measuring devices most commonly used in annular flow are also presented.en_ZA
dc.identifier.apacitationKennedy, A. L. (1977). <i>Shear stresses in turbulent flow through concentric annuli</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/18187en_ZA
dc.identifier.chicagocitationKennedy, Angus Lister. <i>"Shear stresses in turbulent flow through concentric annuli."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977. http://hdl.handle.net/11427/18187en_ZA
dc.identifier.citationKennedy, A. 1977. Shear stresses in turbulent flow through concentric annuli. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Kennedy, Angus Lister AB - A novel experimental approach to the direct measurement of wall shear stresses in fully developed turbulent flow in concentric annuli is presented. By means of a specially constructed 6 m test rig known as the 'floating sleeve', results of individual wall shear stresses, friction factors and shear stress distributions were obtained for Reynolds numbers from 25 000 to 220 000 with radius ratios from 0,091 to 0,376. Tests were conducted using both smooth and rough annuli. A summary of previous investigations and an examination of the measuring devices most commonly used in annular flow are also presented. DA - 1977 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1977 T1 - Shear stresses in turbulent flow through concentric annuli TI - Shear stresses in turbulent flow through concentric annuli UR - http://hdl.handle.net/11427/18187 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/18187
dc.identifier.vancouvercitationKennedy AL. Shear stresses in turbulent flow through concentric annuli. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/18187en_ZA
dc.language.isoengen_ZA
dc.publisher.departmentDepartment of Civil Engineeringen_ZA
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.publisher.institutionUniversity of Cape Town
dc.subject.otherCivil Engineeringen_ZA
dc.titleShear stresses in turbulent flow through concentric annulien_ZA
dc.typeMaster Thesis
dc.type.qualificationlevelMasters
dc.type.qualificationnameMSc (Eng)en_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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