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dc.contributor.authorMacDonald, M
dc.contributor.authorChung, D
dc.contributor.authorHutchins, N
dc.contributor.authorChan, L
dc.contributor.authorOoi, A
dc.contributor.authorGarcia-Mayoral, R
dc.date.accessioned2020-12-07T10:34:05Z
dc.date.available2020-12-07T10:34:05Z
dc.date.issued2017-04-10
dc.identifier.citationMacDonald, M., Chung, D., Hutchins, N., Chan, L., Ooi, A. & Garcia-Mayoral, R. (2017). The minimal-span channel for rough-wall turbulent flows. Journal of Fluid Mechanics, 816, pp.5-42. https://doi.org/10.1017/jfm.2017.69.
dc.identifier.issn0022-1120
dc.identifier.urihttp://hdl.handle.net/11343/252855
dc.description.abstractRoughness predominantly alters the near-wall region of turbulent flow while the outer layer remains similar with respect to the wall shear stress. This makes it a prime candidate for the minimal-span channel, which only captures the near-wall flow by restricting the spanwise channel width to be of the order of a few hundred viscous units. Recently, Chung et al. (J. Fluid Mech., vol. 773, 2015, pp. 418–431) showed that a minimal-span channel can accurately characterise the hydraulic behaviour of roughness. Following this, we aim to investigate the fundamental dynamics of the minimal-span channel framework with an eye towards further improving performance. The streamwise domain length of the channel is investigated with the minimum length found to be three times the spanwise width or 1000 viscous units, whichever is longer. The outer layer of the minimal channel is inherently unphysical and as such alterations to it can be performed so long as the near-wall flow, which is the same as in a full-span channel, remains unchanged. Firstly, a half-height (open) channel with slip wall is shown to reproduce the near-wall behaviour seen in a standard channel, but with half the number of grid points. Next, a forcing model is introduced into the outer layer of a half-height channel. This reduces the high streamwise velocity associated with the minimal channel and allows for a larger computational time step. Finally, an investigation is conducted to see if varying the roughness Reynolds number with time is a feasible method for obtaining the full hydraulic behaviour of a rough surface. Currently, multiple steady simulations at fixed roughness Reynolds numbers are needed to obtain this behaviour. The results indicate that the non-dimensional pressure gradient parameter must be kept below 0.03–0.07 to ensure that pressure gradient effects do not lead to an inaccurate roughness function. An empirical costing argument is developed to determine the cost in terms of CPU hours of minimal-span channel simulations a priori. This argument involves counting the number of eddy lifespans in the channel, which is then related to the statistical uncertainty of the streamwise velocity. For a given statistical uncertainty in the roughness function, this can then be used to determine the simulation run time. Following this, a finite-volume code with a body-fitted grid is used to determine the roughness function for square-based pyramids using the above insights. Comparisons to experimental studies for the same roughness geometry are made and good agreement is observed.
dc.languageEnglish
dc.publisherCambridge University Press (CUP)
dc.titleThe minimal-span channel for rough-wall turbulent flows
dc.typeJournal Article
dc.identifier.doi10.1017/jfm.2017.69
melbourne.affiliation.departmentMechanical Engineering
melbourne.source.titleJournal of Fluid Mechanics
melbourne.source.volume816
melbourne.source.pages5-42
melbourne.elementsid1190341
melbourne.openaccess.urlhttps://arxiv.org/abs/1703.00950
melbourne.openaccess.statusAccepted version
melbourne.contributor.authorHutchins, Nicholas
melbourne.contributor.authorChung, Daniel
melbourne.contributor.authorOoi, Andrew
melbourne.contributor.authorMacDonald, Michael
melbourne.contributor.authorChan, Leon
dc.identifier.eissn1469-7645
melbourne.accessrightsOpen Access


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