21 September 2023

Webinar Joseph Klewicki

Professor Joe Klewicki is Head of the School of Electrical, Mechanical and Infrastructure Engineering in the Faculty of Engineering and IT of the University of Melbourne. He is also the Faculty Director of Infrastructure. He is a Fellow of the American Physical Society, the American Society of Mechanical Engineers, and the Australasian Fluid Mechanics Society. He is also a Distinguished Alumnus of the Michigan State University (MSU)'s Department of Mechanical Engineering, and received his BS (1983), MS (1985) and PhD (1989) degrees from MSU, Georgia Tech and MSU respectively. As a researcher, Professor Klewicki specialises in experimental methods in fluid mechanics, turbulent and unsteady flows, vorticity dynamics, boundary layers, and atmosphere surface layer phenomena. He conducts much of his research on the fluid dynamics of turbulent shear flows, with a special emphasis on wall-bounded turbulent flow and their Reynolds number scaling. This research involves both analytical and experimental studies, including the development of experimental methods, and involves other complex and turbulent flows. More recently, he has also begun to study phenomena specifically relevant to geophysical flows, namely those that include the effects of three-dimensionality, stratification, and rotation.
Properties of turbulent channel flow similarity solutions

The notion of similarity solutions and their connection to the scaling problem in turbulent wall-flows are introduced. Analytical evidence is then presented indicating that the flow in fully developed turbulent channel flow formally admits similarity solutions for the mean velocity and Reynolds shear stress. Solutions to the boundary value problem posed by the mean equation are constructed over a portion of the flow. Here the analysis develops a closure that yields two equivalent forms of the mean momentum equation. As such, these can be independently integrated to generate self-consistent profile functions for either the mean velocity or the Reynolds shear stress. High resolution direct numerical simulation (DNS) data are used to investigate the properties of the similarity solutions for the mean velocity and Reynolds shear stress. The solutions and their associated similarity structure are used to explicate new results. These include a cogent specification for the both the inner and outer boundaries of the inertial sublayer and a variety of well-founded ways to estimate the key parameter Φc at finite Reynolds number. Extensions of the analytical arguments by Klewicki et al. (Phys. Rev. E, 90, 2014, p. 063015) lend further support to the conjecture that at large Reynolds number Φ c → (1 + √5)/2, or equivalently, the von Karman constant is given by κ = 2/(3 + √5). The primary non-rigorous aspect of the analysis are critiqued, and the connections between the channel solutions and those in the other canonical wall-flows are briefly discussed.

21 September 2023, 16h3017h30
M6 building, LMFL, Cité Scientifique, Villeneuve d'Ascq (also by zoom)