Skip to main content
Have a personal or library account? Click to login
Variant slip effects, aspect ratios and steady-state criteria in unsteady cavities with direct PDE simulation of eddies Cover

Variant slip effects, aspect ratios and steady-state criteria in unsteady cavities with direct PDE simulation of eddies

Open Access
|Jun 2024

Figures & Tables

Fig. 1

Lid-driven in 2D analysis [2]

Fig. 2

Free-slip BC.

Fig. 3

Finite difference in explicit form [16].

Fig. 4

Graphic User Interface (GUI).

Fig. 5

Contour plot of u− and v−velocity distributions at (a) t = 1s (b) t = 2s (c) t = 4s and (d) t = 10s (Re=200 with no-slip BC).

Fig. 6

Comparison of contour plot of evolution (Re=200 with no-slip BC) at steady-state condition; (a) u−velocity distribution via FDM, (b) u−velocity distribution via FEM, (c) v−velocity distribution via FDM, (d) v−velocity distribution via FEM.

Fig. 7

Contour plot of streamline distribution at (a) t = 1 s, (b) t = 2 s, (c) t = 4 s, (d) t = 10 s and, (e) t = 169.70 s (Re=200 with no-slip BC).

Fig. 8

Contour plot of streamline distribution at steady-state condition (Re=200 with free-slip BC).

Fig. 9

Contour plot of u− and v−velocity distributions at steady-state condition (Re=200 with free-slip BC).

Fig. 10

Contour plot of streamline distribution at (a) t = 5.50 s, (b) t = 24.90 s, (c) t = 51.60 s, (d) t = 65.60 s, (e) t = 67.30 s, (f) t = 152.90 s and (g) t = 336.60 s (Re=325.8 with no-slip BC).

Fig. 11

Contour plots of u−and v−velocity distributions at (a) t = 5.50 s, (b) t = 24.90 s, (c) t = 51.60 s, (d) t = 65.60 s, (e) t = 67.30 s, (f) t = 152.90 s and (g) t = 336.60 s (Re=325.8 with no-slip BC).

Fig. 12

Maximum value of stream function along the iteration (a) Standard view (b) Zoomed view around coordinate (t(ψmax), ψmax).

Table 1

Nomenclatures.

SymbolMeaningsSymbolMeanings
ρdensity [kg/m3]ψstream function [m2/s]
Uapplied velocity [m/s]ψmaxmaximum stream function [m2/s]
Llength of cavity [m]Uwallapplied velocity at top wall [m/s]
μdynamic viscosity [Pa.s]nnon-negative integer, number of nodes
ReReynolds numbericolumn
Aaspect ratiojrow
Hheight of cavity [m]Δxstep size [m]
uvelocity in x–direction [m/s]Δystep size [m]
vvelocity in y–direction [m/s]usslip velocity [m/s]
ggravity acceleration [m/s2]lsslip length [m]
uapplied velocity [m/s]gxgravity acceleration in x–direction [m/s2]
θangle [deg]gygravity acceleration in y–direction [m/s2]
ttime [s]Δtstep time [s]
Gradient operatorhstep size [m]
ζtopvorticity at the top [m/s2]s fj,i,nstream function at previous time [m2/s]
ζleftvorticity at the top [m/s2]s fj,i,n+1stream function at previous time [m2/s]
Vvelocity vector [m/s]ζrightvorticity at the right [m/s2]
ζvorticity [m/s2]ζbottomvorticity at the bottom [m/s2]
esteady-state criterion
Fig. 13

Contour plot of streamline distribution at steady-state condition Re=325.8 with a) threshold free-slip BC and b) significant free-slip BC.

Fig. 14

Contour plot of u− and v−velocity distributions at steady-state condition (Re=325.8 with threshold free-slip BC).

Fig. 15

Contour plot of u− and v−velocity distributions at steady-state condition (Re=325.8 with significant free-slip BC).

Table 2

Value and location of ψmax at different steady-state criteria (AR= 1.629).

Noκ1κ2κ3κ4Remark
1.e ≤ 10−25.5 s0.0089x=0.775, y=1.466Primary main cell is formed
2.e ≤ 10−324.9 s0.0186x=0.675, y=1.262Primary main cell is growing
3.e ≤ 10−451.6 s0.0209x=0.625, y=1.140Secondary eddies are formed
4.e ≤ 10−565.6 s0.0210x=0.600, y=1.100Secondary eddies are growing
5.e ≤ 10−667.2 s0.0210x=0.600, y=1.100
6.e ≤ 10−767.3 s0.0210x=0.600, y=1.100
7.e ≤ 10−8152.9 s0.0207x=0.600, y=1.100Secondary main cell is formed and fixed in size
8.e ≤ 10−10336.6 s0.0207x=0.600, y=1.100
Language: English
Page range: 57 - 74
Submitted on: Jul 12, 2023
Accepted on: Jan 21, 2024
Published on: Jun 2, 2024
Published by: Harran University
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2024 Hon Fei Wong, Muhammad Sohail, Noor Fadiya Mohd Noor, published by Harran University
This work is licensed under the Creative Commons Attribution 4.0 License.