Direct numerical simulation of open-channel flow over smooth-to-rough and rough-to-smooth step changes

被引:48
作者
Rouhi, Amirreza [1 ]
Chung, Daniel [1 ]
Hutchins, Nicholas [1 ]
机构
[1] Univ Melbourne, Dept Mech Engn, Melbourne, Vic 3010, Australia
关键词
turbulence simulation; turbulent boundary layers; TURBULENT-BOUNDARY-LAYER; LARGE-EDDY SIMULATION; SURFACE-ROUGHNESS; SHEAR-STRESS; AERODYNAMIC ROUGHNESS; SCALE FLUXES; LENGTH; TRANSITION; VELOCITY; HEIGHT;
D O I
10.1017/jfm.2019.84
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Direct numerical simulations (DNS) are reported for open-channel flow over streamwise-alternating patches of smooth and fully rough walls. The rough patch is a three-dimensional sinusoidal surface. Owing to the streamwise periodicity, the flow configuration consists of a step change from smooth to rough, and a step change from rough to smooth. The friction Reynolds number varies from 437 over the smooth patch to 704 over the rough patch. Through the fully resolved DNS dataset it is possible to explore many detailed aspects of this flow. Two aspects motivate this work. The first one is the equilibrium assumption that has been widely used in both experiments and computations. However, it is not clear where this assumption is valid. The detailed DNS data reveal a significant departure from equilibrium, in particular over the smooth patch. Over this patch, the mean velocity is recovered up to the beginning of the log layer after a fetch of five times the channel height. However, over the rough patch, the same recovery level is reached after a fetch of two times the channel height. This conclusion is arrived at by assuming that an error of up to 5 % is acceptable and the log layer, classically, starts from 30 wall units above the wall. The second aspect is the reported internal boundary-layer (IBL) growth rates in the literature, which are inconsistent with each other. This is conjectured to be partly caused by the diverse IBL definitions. Five common definitions are applied for the same DNS dataset. The resulting IBL thicknesses are different by 100 %, and their apparent power-law exponents are different by 50 %. The IBL concept, as a layer within which the flow feels the surface underneath, is taken as the basis to search for the proper definition. The definition based on the logarithmic slope of the velocity profile, as proposed by Elliot (Trans. Am. Geophys. Union, vol. 39, 1958, pp. 1048-1054), yields better consistency with this concept based on turbulence characteristics.
引用
收藏
页码:450 / 486
页数:37
相关论文
共 50 条
[31]   Investigation of Fluid Structures in a Smooth Open-Channel Flow Using Proper Orthogonal Decomposition [J].
Roussinova, Vesselina ;
Shinneeb, A. -M. ;
Balachandar, Ram .
JOURNAL OF HYDRAULIC ENGINEERING, 2010, 136 (03) :143-154
[32]   Friction velocity and power law velocity profile in smooth and rough shallow open channel flows [J].
Balachandar, R ;
Blakely, D ;
Bugg, J .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2002, 29 (02) :256-266
[33]   Comparison of statistical behavior of wall-attached motions in rough and smooth open channel flows [J].
Jing, Siyu ;
Duan, Yanchong ;
Zhu, Dejun ;
Li, Danxun ;
Cao, Liekai .
PHYSICS OF FLUIDS, 2025, 37 (02)
[34]   Direct numerical simulation of turbulent boundary layer over hemispherical rough walls [J].
Liu, Xiaofei ;
Zhao, Hui ;
Luo, Kun ;
Fan, Jianren .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2016, 83 :128-141
[35]   Direct numerical simulation of particle-laden flow in an open channel at Ret=5186 [J].
Gao, Wei ;
Samtaney, Ravi ;
Richter, David H. .
JOURNAL OF FLUID MECHANICS, 2023, 957
[36]   Subgrid Modeling using Deep Neural Networks for Simulation of Smooth and Rough Turbulent Channel Flows [J].
Amiri, A. ;
Durant, E. ;
Ranjan, R. .
AIAA AVIATION 2023 FORUM, 2023,
[37]   The relationship between stream periphyton dynamics and near-bed turbulence in rough open-channel flow [J].
Labiod, C. ;
Godillot, R. ;
Caussade, B. .
ECOLOGICAL MODELLING, 2007, 209 (2-4) :78-96
[38]   Direct numerical simulation of the oscillatory flow around a sphere resting on a rough bottom [J].
Mazzuoli, Marco ;
Blondeaux, Paolo ;
Simeonov, Julian ;
Calantoni, Joseph .
JOURNAL OF FLUID MECHANICS, 2017, 822 :235-266
[39]   Large-eddy simulation and analytical modeling study of the wake of a wind turbine behind an abrupt rough-to-smooth surface roughness transition [J].
Kethavath, Naveen N. N. ;
Mondal, Kingshuk ;
Ghaisas, Niranjan S. S. .
PHYSICS OF FLUIDS, 2022, 34 (12)
[40]   Numerical prediction of rectangular open-channel flow by using large eddy simulation [J].
Onitsuka, K ;
Nezu, I .
HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, :196-201