Abstract
Direct numerical simulations of oscillatory boundary-layer flows in the transitional regime were performed to explain discrepancies in the literature regarding the phase difference${\rm \Delta} \phi$between the bed-shear stress and free-stream velocity maxima. Recent experimental observations in smooth bed oscillatory boundary-layer (OBL) flows, showed a significant change in the widely used${\rm \Delta} \phi$diagram (Mieret al.,J. Fluid Mech., vol. 922, 2021, A29). However, the limitations of the point-wise measurement technique did not allow us to associate this finding with the turbulent kinetic energy budget and to detect the approach to a ‘near-equilibrium’ condition, defined in a narrow sense herein. Direct numerical simulation results suggest that a phase lag occurs as the result of a delayed and incomplete transition of OBL flows to a stage that mimics the fully turbulent regime. Data from the literature were also used to support the presence of the phase lag and propose a new${\rm \Delta} \phi$diagram. Simulations performed for${\textit {Re}}_{\delta }=671$confirmed the sensitivity in the development of self-sustained turbulence on the background disturbances ($\textit{Re}_{\delta}=U_{o}\delta/\nu$, where$\delta=[2\nu/\omega]^{1/2}$is the Stokes' length,$U_{o}$is the maximum free stream velocity of the oscillation,$\nu$is the kinematic viscosity and$\omega=2{\rm \pi}/T$is the angular velocity based on the period of the oscillationT). Variations of the mean velocity slope and intersect values for oscillatory flows are also explained in terms of the proximity to near-equilibrium conditions. Relaminarization and transition effects can significantly delay the development of OBL flows, resulting in an incomplete transition. The shape and defect factors are examined as diagnostic parameters for conditions that allow the formation of a logarithmic profile with the universal von Kármán constant and intersect. These findings are of relevance for environmental fluid mechanics and coastal morphodynamics/engineering applications.
Highlights
In Mier, Fytanidis & García (2021), the experimental observations of mean flow structure and bed-shear stress/free-stream velocity maximum phase difference were presented for the case of intermittently turbulent oscillatory boundary-layer (OBL) flows over smooth walls
A revision of the bed-shear stress/free-stream velocity maxima phase difference diagram was proposed and a threshold value of Reδ = 763 was identified as a critical Reδ value for which phase lag starts being observed (Reδ = Uoδ/ν, where δ = [2ν/ω]1/2 is the Stokes length, Uo is the maximum free-stream velocity of the oscillation, ν is the kinematic viscosity and ω = 2π/T is the angular velocity based on the period of the oscillation T)
While all the simulations performed were initialized at the instance when the maximum free-stream velocity occurs, for the presentation of results, the typical convention used in the coastal engineering literature is adopted
Summary
In Mier, Fytanidis & García (2021), the experimental observations of mean flow structure and bed-shear stress/free-stream velocity maximum phase difference were presented for the case of intermittently turbulent oscillatory boundary-layer (OBL) flows over smooth walls. This is consistent with some of the observations in recent DNS studies by Ebadi et al (2019) for oscillatory channel flows and the large eddy simulation (LES) analysis by Kaptein et al (2020) for oscillatory boundary layers, both of whom reported a range of slopes and intersects for the mean velocity profiles for oscillatory boundary layers that differ from those of equilibrium ZPGBL We believe that this lack of equilibrium conditions is relevant to the inconsistencies found in the literature regarding the presence of a phase lag between the bed-shear stress and the free-stream velocity. Some turbulence characteristics are presented in comparison with the presence of phase lag in the bed-shear stress and with Reδ in the transitional regime
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