Thesis for degree: Licentiate of Engineering
Thesis for degree: Licentiate of Engineering
Thesis for degree: Licentiate of Engineering
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(2.6)<br />
where f a is the PDF, e a the velocity and a the collision term at any spatial location x and time<br />
t along the direction a. The time is increased by the time step Δt. The macroscopic fluid<br />
density is [3]:<br />
(2.7)<br />
The macroscopic velocity u is evaluated by the microscopic velocities e a and the PDF f a and<br />
divided by the macroscopic fluid density ρ as [3]:<br />
(2.8)<br />
This allows the LBM to recover the continuum macroscopic parameters from the discrete<br />
microscopic ones, in this case by the velocities. The distribution function presented in<br />
equation (2.6), called the single relaxation time BGK (Bhatnagar-Gross-Krook) LBM, is one<br />
<strong>of</strong> the simplest models [3, 14]. The BGK is described by using one relaxation time <strong>for</strong> the<br />
collision term. The collision term consists <strong>of</strong> the present PDF and the relaxation toward the<br />
local equilibrium. The collision term Ω a and the D2Q9 equilibrium distribution function f a<br />
eq<br />
are defined as [3]:<br />
(2.9)<br />
(2.10)<br />
where w a is 4/9 <strong>for</strong> the particle a = 0, 1/9 <strong>for</strong> a = 1, 2, 3, 4 and 1/36 <strong>for</strong> a = 5, 6, 7, 8, and τ is<br />
the relaxation number [14-16]. In the simplest implementation the basic speed on the lattice c,<br />
which is also called the lattice speed <strong>of</strong> sound, is 1 lu/ts [16].<br />
When the mass diffusion is modeled in LBM, two approaches are <strong>of</strong>ten used; pure diffusion<br />
or advection-diffusion (also called convection-diffusion). Both pure diffusion and advectiondiffusion<br />
is simulated by another equilibrium distribution f ζ,a eq which is very much alike the<br />
normal fluid distributions function but with a simpler equilibrium equation. For the first case<br />
with pure diffusion only the equilibrium function is defined as [3]:<br />
(2.11)<br />
In the second case, advection-diffusion, which is applied here, the equilibrium function will<br />
include a second term to handle the convective velocity. The equilibrium function is defined<br />
as [3]:<br />
(2.12)<br />
The mixing due to density variations and buoyant effects in porous media can here be handled<br />
as advective and diffusive components rather than an input parameter (such as porosity). For a<br />
porous media, the collision term is considered as a second intermediate step after the<br />
10