Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/90788
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorSo, RMC-
dc.date.accessioned2021-09-03T02:33:56Z-
dc.date.available2021-09-03T02:33:56Z-
dc.identifier.urihttp://hdl.handle.net/10397/90788-
dc.language.isoenen_US
dc.publisherMDPIen_US
dc.rights© 2021 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/)en_US
dc.rightsThe following publication So, R.M.C. An Analytically Derived Shear Stress and Kinetic Energy Equation for One-Equation Modelling of Complex Turbulent Flows. Symmetry 2021, 13, 576 is available at https://doi.org/10.3390/sym13040576en_US
dc.subjectFluid dynamicsen_US
dc.subjectOne-equation modelen_US
dc.subjectShear stress equationen_US
dc.subjectTurbulence modellingen_US
dc.subjectTurbulent flowsen_US
dc.titleAn analytically derived shear stress and kinetic energy equation for one-equation modelling of complex turbulent flowsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume13-
dc.identifier.issue4-
dc.identifier.doi10.3390/sym13040576-
dcterms.abstractThe Reynolds stress equations for two-dimensional and axisymmetric turbulent shear flows are simplified by invoking local equilibrium and boundary layer approximations in the near-wall region. These equations are made determinate by appropriately modelling the pressure–velocity correlation and dissipation rate terms and solved analytically to give a relation between the turbulent shear stress τ⁄ρ and the kinetic energy of turbulence (k = q2⁄2). This is derived without external body force present. The result is identical to that proposed by Nevzgljadov in A Phenomenological Theory of Turbulence, who formulated it through phenomenological arguments based on atmospheric boundary layer measurements. The analytical approach is extended to treat turbulent flows with external body forces. A general relation τ⁄ρ = a1[1 − AF(RiF)](q2⁄2) is obtained for these flows, where F(RiF) is a function of the gradient Richardson number RiF, and a1 is found to depend on turbulence models and their assumed constants. One set of constants yields a1 = 0.378, while another gives a1 = 0.328. With no body force, F ≡ 1 and the relation reduces to the Nevzgljadov equation with a1 determined to be either 0.378 or 0.328, depending on model constants set assumed. The present study suggests that 0.328 is in line with Nevzgljadov's proposal. Thus, the present approach provides a theoretical base to evaluate the turbulent shear stress for flows with external body forces. The result is used to reduce the k–e model to a one-equation model that solves the k-equation, the shear stress and kinetic energy equation, and an e evaluated by assuming isotropic eddy viscosity behavior.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSymmetry, 2021, v. 13, no. 4, 576-
dcterms.isPartOfSymmetry-
dcterms.issued2021-
dc.identifier.scopus2-s2.0-85104184767-
dc.identifier.eissn2073-8994-
dc.identifier.artn576-
dc.description.validate202109 bcvc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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