Experimental and Numerical Analysis of a PCM-Supported ...
Experimental and Numerical Analysis of a PCM-Supported ...
Experimental and Numerical Analysis of a PCM-Supported ...
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where β t , β c , ρ ref , c ref , <strong>and</strong> Т ref are the volumetric thermal expansion coefficient,<br />
volumetric diffusion (concentration) expansion coefficient, reference density,<br />
reference concentration, <strong>and</strong> reference temperature respectively. Single phase flow<br />
in a dense porous medium with low flow velocity is typically governed by Darcy’s<br />
law, which relates the fluid velocity v to the pressure drop ∆P over a distance ∆L,<br />
using the viscosity μ <strong>and</strong> the absolute permeability K <strong>of</strong> the medium as proportional<br />
constants.<br />
K P<br />
v <br />
L<br />
(4.20)<br />
Ergun determined an empirical relationship between K, d, the pore size, <strong>and</strong> the void<br />
fraction ε for spherical particles:<br />
2 3<br />
d <br />
K <br />
(4.21)<br />
150 <br />
1<br />
2<br />
It can also be derived from Karman-Kozeny’s hydraulic radius theory [19]; in this<br />
case the constant is 180 instead <strong>of</strong> 150 <strong>and</strong> d represents the particle (bead)<br />
diameter. Darcy’s law can then be used to derive relations between the velocity <strong>and</strong><br />
the pressure gradient for each <strong>of</strong> the two fluid phases as follows, (Nield <strong>and</strong> Bejan<br />
[20]):<br />
v<br />
v<br />
l<br />
g<br />
K<br />
rlK<br />
P<br />
l<br />
g<br />
(4.22)<br />
<br />
l<br />
K<br />
rgK<br />
P<br />
<br />
g<br />
g<br />
(4.23)<br />
<br />
g<br />
For the case <strong>of</strong> two phase flow in equations (4.22) <strong>and</strong> (4.23), the concept <strong>of</strong> relative<br />
permeability K r has been introduced by Sáez <strong>and</strong> Carbonell [22] in momentum<br />
balance equations. The idea behind the concept <strong>of</strong> relative permeability is that an<br />
expression for the drag force for single-phase flow is used. However, this has to be<br />
altered (divided) by a certain parameter to take into account the presence <strong>of</strong> the<br />
second phase. This parameter is known as the relative permeability <strong>of</strong> a certain<br />
phase (krα). The relative permeability can in fact be viewed as the ratio between the<br />
effective permeability <strong>of</strong> a certain phase within two-phase flow (keff,α) <strong>and</strong> the<br />
permeability <strong>of</strong> the bed (k). The relative permeabilities <strong>of</strong> the gas <strong>and</strong> liquid phases<br />
are normally assumed to be primarily a function <strong>of</strong> the saturation S <strong>of</strong> each phase<br />
[21]:<br />
75