Civil Engineering Reference
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6.0x10 9
5.5x10 9
5.0x10 9
4.5x10 9
4.0x10 9
3.5x10 9
3.0x10 9
2.5x10 9
20
40
60
80 100 120 140 160 180
Frequency(Hz)
Figure 5.2 The measured quantity C Im K which tends to the static thermal permeability
when ω tends to 0 (Debray et al . 1997).
= 12 000 N m 4 s). The predicted thermal
permeability calculated from Figure 4 in Straley et al . (1987) for a similar medium is
equal to 4 . 8 × 10 9 m 2 .
ability q 0 = 1 . 510 9 m 2
(the flow resistivity σ
5.3
Classical tortuosity, characteristic dimensions,
quasi-static tortuosity
5.3.1 Classical tortuosity
Tortuosity, denoted as α , has been precisely defined by Johnson et al . (1987). When a
porous frame is saturated by an ideal nonviscous fluid, the effective density of the fluid
is given by
ρ
=
α ρ 0
(5.19)
The apparent increase of the density can be explained in the following way. In a flow
of nonviscous fluid, let us denote by
υ m ( M ) the microscopic velocity at M . The macro-
scopic velocity
υ ( M o ) is obtained by averaging
υ m ( M ) over a representative elementary
volume V around M 0
υ (M 0 ) = υ m (M) v
(5.20)
The tortuosity is defined by the relation
α = υ m (M) v 2 (M o )
(5.21)
Per unit volume of saturating fluid, the kinetic energy E c is given by
1
2 α ρ 0 υ 2 (M 0 )
E c
=
(5.22)
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