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Complex Geometries and Higher Reynolds Numbers

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Complex Geometries and Higher Reynolds Numbers. Creating obstacle files. Current LB2D_Prime naming convention: sizexXsizey.bmp Current format: ‘True color’ 24 bit. Scaling to real world. Choose a Reynolds number - PowerPoint PPT Presentation
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Complex Geometries and Higher Reynolds Numbers
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Page 1: Complex Geometries and Higher Reynolds Numbers

Complex Geometries and Higher Reynolds Numbers

Page 2: Complex Geometries and Higher Reynolds Numbers

Creating obstacle files

• Current LB2D_Prime naming convention:– sizexXsizey.bmp

• Current format:– ‘True color’ 24 bit

Page 3: Complex Geometries and Higher Reynolds Numbers

Scaling to real world

• Choose a Reynolds number• Choose a combination of slit width and viscosity to give

maximum velocity < ≈0.1 lu ts-1; smaller is better • Maximum velocity 3/2 of average for Poiseuille flow in slit • Best to use = 1 for simple bounceback boundaries:

yields kinematic viscosity of 1/6 lu2 ts-1

• Solve for the gravitational acceleration needed to drive the flow by rearranging Poiseuille equation

Page 4: Complex Geometries and Higher Reynolds Numbers

Entry Length Effects

• r is the 'radius' -- the distance from the center to the point of interest

• a is the half-width (d/2)• u is the velocity at the point of

interest and uavg is the average velocity

x /(d Re) is dimensionless distance down the pipe. When this distance is infinite, Poiseuille flow is fully developed. If Re = 1, Poiseuille flow is well-developed in a short distance down the pipe: x/d = 1 → x = d = 2a (just 2 half-widths down the pipe). As the Reynolds number increases, this distance can become quite large. If x = 1 m with Re = 103 in a 10 cm pipe, x/(d Re) = 1 m /(10-1 m 103) = 10-2 and Poiseuille flow will not be fully developed even 1 m from the inlet.

Tritton DJ (1988) Physical Fluid Dynamics, 2nd Ed. Oxford University Press, Oxford New York

Page 5: Complex Geometries and Higher Reynolds Numbers

Entry Length Effects

Tritton DJ (1988) Physical Fluid Dynamics, 2nd Ed. Oxford University Press, Oxford New York

Page 6: Complex Geometries and Higher Reynolds Numbers

Velocity BCs• Simple compressible fluid model• Identical constant velocities at each end of the domain:

– mass of fluid will change with time• Flow must be accompanied by a pressure gradient and hence the

pressure must be lower at the outlet• The pressure and density are related through an ideal gas law of the

form P = /3 in this model • Densities at the input and output must be different • If the velocity boundaries on each end of the domain are equal,

mass will accumulate in the system because the mass flux of fluid in (vin in) will exceed the out flux (vout out)

• Problem increases in severity as the pressure difference increases• Incompressible model of Zou and He (1997), pressure boundaries,

or gravity-driven flow can be used to avoid this complication

Page 7: Complex Geometries and Higher Reynolds Numbers

Flow Past a Cylinder

• The drag force FD is defined in terms of the drag coefficient CD as

• Gravitational Force

DD CurF 20

2rLWgF

Page 8: Complex Geometries and Higher Reynolds Numbers

http://scienceworld.wolfram.com/physics/CylinderDrag.html

Tritton DJ (1988) Physical Fluid Dynamics, 2nd Ed. Oxford University Press, Oxford New York

Page 9: Complex Geometries and Higher Reynolds Numbers

Re = 0.16

Page 10: Complex Geometries and Higher Reynolds Numbers

Re = 41

Taneda S (1956)

Page 11: Complex Geometries and Higher Reynolds Numbers

von Kármán Vortex Street, Re = 105

281.0)(sinh)/1(/ 1 llh

l

h

Photo by S. Taneda. S. Taneda and the Society for Science on Form, Japan

Page 12: Complex Geometries and Higher Reynolds Numbers

von Kármán Vortex Street, Re = 105: LBM Simulation (vorticity)


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