Environmental Engineering Reference
In-Depth Information
1.5
1.5
1.0
1.0
0.5
0.5
0.0
0.0
-0.5
-0.5
-1.0
-1.5
-1.0
-0.2 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4
0.6
0.8
1.0
1.2
1.4
1.6
ln
C
Hg
ln
C
Hg
Fig. 4.35
and
K
1
when
C
HCl
=80 ppm and
T
=973 K (
=1.86;
K
1
=0.1280;
r
2
=0.894)
Fig. 4.36
and
K
1
when
C
HCl
=80 ppm and
T
=1173 K (
=1.74;
K
1
=0.4034;
r
2
=0.935)
0.4
0.0
0.2
-0.2
0.0
-0.2
-0.4
-0.4
-0.6
-0.6
-0.8
-0.8
-1.0
-1.0
-1.2
-1.2
-1.4
-1.4
-1.6
-1.6
0.9
1.0
1.1
1.2
1.3
1.4
1.5
1.6
1.7
0.6
0.8
1.0
1.2
1.4
1.6
ln
C
Hg
ln
C
Hg
Fig. 4.38
and
K
1
when
C
HCl
=100 ppm and
T
=573 K (
=1.74;
K
1
=0.0743;
r
2
=0.98)
Fig. 4.37
and
K
1
when
C
HCl
=100 ppm and
T
=373 K (
=1.88;
K
1
=0.03434;
r
2
=0.905)
1.5
1.0
0.8
1.0
0.6
0.5
0.4
0.2
0.0
0.0
-0.5
-0.2
-0.4
-1.0
-0.6
-1.5
-0.8
-1.0
.4 .6 .8 .0 .2 .4 .6
0.6
0.8
1.0
1.2
1.4
1.6
1.8
ln
C
Hg
ln
C
Hg
Fig. 4.39
and
K
1
when
C
HCl
=100 ppm and
T
=773 K (
=1.87;
K
1
=0.1073;
r
2
=0.98)
Fig. 4.40
and
K
1
when
C
HCl
=100 ppm and
T
=973 K (
=1.79;
K
1
=0.1691;
r
2
=0.86)
1.5
1.0
0.5
0.0
-0.5
-1.0
-1.5
-0.4 -0.2 0.0 0.2 0.4 0.6 0.8 1.0 1.2
Fig. 4.41
and
K
1
when
C
HCl
=100 ppm and
T
=
1173 K (
=1.74;
K
1
=0.4173;
r
2
=0.943)
ln
C
Hg
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