Environmental Engineering Reference
In-Depth Information
0.8
-0.4
0.4
-0.8
0.0
-0.4
-1.2
-0.8
-1.6
1.0
1.2
1.4
1.6
1.8
1.2
1.4
1.6
ln
C
Hg
Fig. 4.20
α
and
K
1
when
C
HCl
=20 ppm and
T
=973 K (
α
=1.83;
K
1
=0.0624;
r
2
=0.904)
ln
C
Hg
Fig. 4.19
α
and
K
1
when
C
HCl
=20 ppm and
T
=773 K (
α
=1.694;
K
1
=0.0364;
r
2
=0.996)
1.0
-1.2
-1.4
0.5
-1.6
0.0
-1.8
-2.0
-0.5
-2.2
-1.0
1.2
1.3
1.4
1.5
1.6
1.7
1.8
0.6
0.8
1.0
1.2
1.4
1.6
ln
C
Hg
Fig. 4.22
α
and
K
1
when
C
HCl
=40 ppm and
T
=373 K (
α
=1.886;
K
1
=0.0107;
r
2
=0.945)
ln
C
Hg
Fig. 4.21
α
and
K
1
when
C
HCl
=20 ppm and
T
=1173 K (
α
=1.779;
K
1
=0.1264;
r
2
=0.946)
0.0
-0.8
-1.2
-0.4
-1.6
-0.8
-2.0
-2.4
-1.2
-2.8
1.0
1.2
1.4
1.6
1.8
1.0
1.2
1.4
1.6
ln
C
Hg
Fig. 4.23
α
and
K
1
when
C
HCl
=40 ppm and
T
=573 K (
α
=1.886;
K
1
=0.02514;
r
2
=0.713)
ln
C
Hg
Fig. 4.24
α
and
K
1
when
C
HCl
=40 ppm and
T
=773 K (
α
=1.756;
K
1
=0.03759;
r
2
=0.834)
0.4
1.2
0.0
0.8
-0.4
0.4
-0.8
0.0
-1.2
-0.4
-1.6
1.0
1.2
1.4
1.6
0.8
1.0
1.2
1.4
1.6
ln
C
Hg
Fig. 4.25
α
and
K
1
when
C
HCl
=40 ppm and
T
=973 K (
α
=1.707;
K
1
=0.09049;
r
2
=0.821)
ln
C
Hg
Fig. 4.26
α
and
K
1
when
C
HCl
=40 ppm and
T
=1173 K (
α
=1.853;
K
1
=0.1715;
r
2
=0.964)
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