Environmental Engineering Reference
In-Depth Information
Thus, the energy balance equation leads to:
x
o
=
x
o
−
dx
2
x
o
λA
d
2
T
λA
dT
dx
ρdVc
dT
dt
λA
dT
dx
−
−
dx
(18.8.10)
d
2
T
dx
2
λ
ρc
dT
dt
=
ρc
[
m
2
s
] is termed the thermal diffusivity, which lies between 10
−
7
m
2
s
−
1
for
wood and 10
−
4
m
2
s
−
1
for metals.
λ
where
a
=
18.9 COMPONENTTEMPERATURES FOR SUDDEN
TEMPERATURE INCREASES
The differential equation can be solved by a product approach for periodic bound-
ary conditions or with temperature-equalizing processes, wherein one function is
dependent only on time and the other only on place.
The heat flow i
s
proportional to the so-called heat penetration coefficient
b
=
√
λρc
and falls with 1
/
√
t
as shown in Figure 18.9.1.
The integration of the heat flow over time results in the total amount of heat
penetrating into the component when there is a surface temperature jump.
dt
λρc
π
T
c
t
0
√
π
λ
ρ
c
√
t
0
T
c
Q
A
=
dQ
A
1
√
t
2
=
−
=−
(18.9.1)
b
0
Figure 18.9.2 shows that the amount of energy stored within a component is, like
the heat flow, directly proportional to the heat penetration coefficient
b
and to the
temperature jump
T
at the surface, but it also rises with the root of time.
Figure 18.9.1
Heat flux as a function of time for a concrete and a wooden floor with a 10 K temperature
jump on the surface.
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