Mean flow structure and velocity-bed shear stress maxima phase difference in smooth wall, transitionally turbulent oscillatory boundary layers: direct numerical simulations

被引:6
|
作者
Fytanidis, Dimitrios K. [1 ]
Garcia, Marcelo H. [1 ]
Fischer, Paul F. [2 ,3 ]
机构
[1] Univ Illinois, Grainger Coll Engn, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USA
[2] Univ Illinois, Grainger Coll Engn, Dept Comp Sci, Urbana, IL 61801 USA
[3] Univ Illinois, Grainger Coll Engn, Dept Mech Sci & Engn, Urbana, IL 61801 USA
基金
美国国家科学基金会;
关键词
coastal engineering; turbulent boundary layers; boundary layer structure; COHERENT STRUCTURES; LINEAR-STABILITY; STOKES FLOWS; WAKE MODEL; PRESSURE; EQUILIBRIUM; SPOTS; PIPE; VORTICITY; REGIME;
D O I
10.1017/jfm.2021.827
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Direct numerical simulations of oscillatory boundary-layer flows in the transitional regime were performed to explain discrepancies in the literature regarding the phase difference 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 Delta phi diagram (Mier et 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.f diagram. Simulations performed for Re-delta = 671 confirmed the sensitivity in the development of self-sustained turbulence on the background disturbances (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 pi/T is the angular velocity based on the period of the oscillation T). 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 Karman constant and intersect. These findings are of relevance for environmental fluid mechanics and coastal morphodynamics/engineering applications.
引用
收藏
页数:38
相关论文
共 2 条
  • [1] Mean flow structure and velocity-bed shear stress maxima phase difference in smooth wall, transitionally turbulent oscillatory boundary layers: experimental observations
    Mier, Jose M.
    Fytanidis, Dimitrios K.
    Garcia, Marcelo H.
    JOURNAL OF FLUID MECHANICS, 2021, 922
  • [2] Recovery of wall-shear stress to equilibrium flow conditions after a rough-to-smooth step change in turbulent boundary layers
    Li, Mogeng
    de Silva, Charitha M.
    Rouhi, Amirreza
    Baidya, Rio
    Chung, Daniel
    Marusic, Ivan
    Hutchins, Nicholas
    JOURNAL OF FLUID MECHANICS, 2019, 872 : 472 - 491