c03 JWPR067-Mench December 18, 2007 1:59 Char Count=
3.4 Determination of Change in Enthalpy for Reacting Species and Mixtures 89
From the first law for a simple compressible system at a given constant temperature (T)
and pressure (P) with only compression work
δ Q − δW = dU = δ Q − PdV (3.72)
where the inexact differential of work and heat transfer are used because they are not
properties but path functions. From the second law of thermodynamics, we know that
dS ≥
δ Q
T
(3.73)
Combining these we can show that
dU + PdV− TdS≤ 0 (3.74)
Considering the differential of absolute enthalpy
dH = dU + PdV+ VdP (3.75)
Rearranging, we can show that
0
dH
VdP TdS≤ 0
(3.76)
where the pressure differential is zero for this constant pressure and temperature process:
0
dG = dH
TdS SdT
(3.77)
Plugging Eq. (3.76) into Eq. (3.77), we can show that
dG
T, p
≤ 0 (3.78)
In other words, the Gibbs function of a system will always be minimized in a spontaneous
process (dG < 0). When the Gibbs energy reaches a local minima, where the change is zero
(dG = 0), the reaction stops and local thermodynamic equilibrium is achieved, as illustrated
in Figure 3.10.
The term Gibbs free energy is often used synonymously with Gibbs function.Theterm
free energy is often confusing to people but makes perfect sense in the context of a natural
tendency to reduce the chemical energy of a system through a spontaneous reaction. For
the Gibbs free energy to increase, external work must be applied to the system to increase
the energy state of the system.
The Gibbs free energy can also be thought of as the maximum energy available for
conversion to useful work. The change in Gibbs energy for a reaction is calculated in the
same fashion as other thermodynamic intensive parameters. The absolute molar intensive
Gibbs function at a given temperature and pressure is written as
¯
g =
¯
g
◦
f
+
¯
h − T
¯
s (3.79)