Turbulence in a wall-wake flow downstream of two horizontal cylinders

被引:1
|
作者
Sarkar, Mosedul [1 ]
Samanta, Anjan [2 ]
Sarkar, Debarshi [3 ]
Das, Rajib [2 ]
Sarkar, Sankar [1 ]
机构
[1] Indian Stat Inst, Phys & Appl Math Unit, Kolkata, W Bengal, India
[2] Jadavpur Univ, Sch Water Resources Engn, Kolkata, W Bengal, India
[3] Jadavpur Univ, Dept Mech Engn, Kolkata, W Bengal, India
关键词
Open channel flow; turbulence; bluff body hydrodynamics; TKE dissipation rate; structure function; TKE budget; SIDE-BY-SIDE; CIRCULAR-CYLINDER; NUMERICAL-SIMULATION; CHANNEL FLOW;
D O I
10.1080/1064119X.2023.2234361
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Experimental investigations of flow past two (one above other) horizontal cylinders have been presented in this paper. The experimental data captured over a rough-bed with double cylinders having three different diameters, were used for the analysis. Firstly, general characteristics such as streamwise velocity, Reynolds shear stress and turbulence intensity profiles have been elucidated at different downstream locations from cylinder position; then some advanced analysis such as length scales, turbulent kinetic energy (TKE) fluxes and budget have been investigated to exhibit their variations. Length scale profiles exhibit higher values in near bed; indicating comparatively larger eddies' downstream of both cylinders. TKE budget profiles indicate highly negative pressure energy diffusion rate together with a sufficient TKE production rate, stabilized by the amplified TKE diffusion and dissipation rates. To determine one of the most prime behaviors of turbulence characteristics, namely TKE dissipation rate more accurately, the concept of structure function has been employed. Primarily velocity gradient method elucidates TKE dissipation rate, then it has been verified by Kolmogorov's two-thirds law using second order structure function and Kolmogorov's - 5/3 law using the method of power spectra.
引用
收藏
页码:878 / 897
页数:20
相关论文
共 50 条
  • [1] Turbulence anisotropy in a wall-wake flow downstream of two horizontal cylinders
    Samanta, Anjan
    Sarkar, Mosedul
    Mondal, Hiranmoy
    Das, Rajib
    Sarkar, Sankar
    FLOW MEASUREMENT AND INSTRUMENTATION, 2023, 94
  • [2] Turbulence characteristics in wall-wake flows downstream of wall-mounted and near-wall horizontal cylinders
    Subhasish Dey
    Rajashree Lodh
    Sankar Sarkar
    Environmental Fluid Mechanics, 2018, 18 : 891 - 921
  • [3] Turbulence characteristics in wall-wake flows downstream of wall-mounted and near-wall horizontal cylinders
    Dey, Subhasish
    Lodh, Rajashree
    Sarkar, Sankar
    ENVIRONMENTAL FLUID MECHANICS, 2018, 18 (04) : 891 - 921
  • [4] Turbulence in Wall-Wake Flow Downstream of an Isolated Dune
    Sarkar, Sankar
    Dey, Subhasish
    RECENT TRENDS IN ENVIRONMENTAL HYDRAULICS, 2020, : 241 - 252
  • [5] Turbulence in Wall-Wake Flow Downstream of an Isolated Dunal Bedform
    Sarkar, Sankar
    Ali, Sk Zeeshan
    Dey, Subhasish
    WATER, 2019, 11 (10)
  • [6] Turbulence features in a wall-wake flow downstream of a wall-mounted vertical cylinder
    Dey, Subhasish
    Swargiary, Debshri
    Sarkar, Sankar
    Fang, Hongwei
    Gaudio, Roberto
    EUROPEAN JOURNAL OF MECHANICS B-FLUIDS, 2018, 69 : 46 - 61
  • [7] Self-Preservation of Turbulence Statistics in the Wall-Wake Flow of a Bed-Mounted Horizontal Pipe
    Devi, Kalpana
    Hanmaiahgari, Prashanth Reddy
    Balachandar, Ram
    Pu, Jaan H.
    FLUIDS, 2021, 6 (12)
  • [8] Wall-wake laws for the mean velocity and the turbulence
    Smits, Alexander J.
    JOURNAL OF FLUID MECHANICS, 2024, 989
  • [9] Self-preserving characteristics in wall-wake flow downstream of an isolated bedform
    Sarkar, Sankar
    Dey, Subhasish
    ENVIRONMENTAL FLUID MECHANICS, 2020, 20 (04) : 1119 - 1139
  • [10] Self-preserving characteristics in wall-wake flow downstream of an isolated bedform
    Sankar Sarkar
    Subhasish Dey
    Environmental Fluid Mechanics, 2020, 20 : 1119 - 1139