Microsoft Word - Cengel and Boles TOC _2-03-05_.doc

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654 | Thermodynamics


EXAMPLE 12–2 Total Differential versus Partial Differential

Consider air at 300 K and 0.86 m^3 /kg. The state of air changes to 302 K
and 0.87 m^3 /kg as a result of some disturbance. Using Eq. 12–3, estimate
the change in the pressure of air.

Solution The temperature and specific volume of air changes slightly dur-
ing a process. The resulting change in pressure is to be determined.
Assumptions Air is an ideal gas.
Analysis Strictly speaking, Eq. 12–3 is valid for differential changes in vari-
ables. However, it can also be used with reasonable accuracy if these changes
are small. The changes in Tand v, respectively, can be expressed as

and

An ideal gas obeys the relation PvRT. Solving for Pyields

Note that Ris a constant and PP(T, v). Applying Eq. 12–3 and using
average values for Tand v,

Therefore, the pressure will decrease by 0.491 kPa as a result of this distur-
bance. Notice that if the temperature had remained constant (dT0), the
pressure would decrease by 1.155 kPa as a result of the 0.01 m^3 /kg
increase in specific volume. However, if the specific volume had remained
constant (dv0), the pressure would increase by 0.664 kPa as a result of
the 2-K rise in temperature (Fig. 12–5). That is,

and

Discussion Of course, we could have solved this problem easily (and exactly)
by evaluating the pressure from the ideal-gas relation PRT/vat the final
state (302 K and 0.87 m^3 /kg) and the initial state (300 K and 0.86 m^3 /kg)
and taking their difference. This yields 0.491 kPa, which is exactly the
value obtained above. Thus the small finite quantities (2 K, 0.01 m^3 /kg) can
be approximated as differential quantities with reasonable accuracy.

dP 10 P (^2) v 10 P (^2) T0.6641.1550.491 kPa
a
0 P
0 v
b
T
dv 10 P (^2) T1.155 kPa
a
0 P
0 T
b
v
dT 10 P (^2) v0.664 kPa
0.491 kPa
0.664 kPa1.155 kPa
 1 0.287 kPa # m^3 >kg # K2c
2 K
0.865 m^3 >kg

1 301 K 21 0.01 m^3 >kg 2
1 0.865 m^3 >kg 22
d
dPa
0 P
0 T
b
v
dTa
0 P
0 v
b
T
dv
R dT
v

RT dv
v^2
P
RT
v
dv  ¢v 1 0.870.86 2 m^3 >kg0.01 m^3 >kg
dT  ¢T 1302  3002 K2 K
P, kPa
(∂P)v = 0.664
(∂P)T = –1.155
dP = –0.491
T, K
302
300
0.86 0.87
v, m^3 /kg
FIGURE 12–5
Geometric representation of the
disturbance discussed in
Example 12–2.

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