Geology Reference
In-Depth Information
concept of ion activity (see also Chapter 3)
{i}
¼
g
i
[i]
(5.29)
where
{i}
¼
activity of the ion
[i]
¼
concentration of ion (mol L
1
)
g
i
¼
activity coecient.
At infinite dilution, {i}
¼
[i], i.e. g
i
¼
1. Ionic interaction increases with
concentration and the square of the ionic charge, which is described by
the ionic strength of the solution (I):
X
½
i
z
i
I
¼
1
2
ð
5
:
30
Þ
where
I
¼
ionic strength
[i]
¼
molarity of each ion in soilution
z
i
¼
charge on each ion in solution.
If all the ions in soil solution can be accounted for, I can be calculated,
and then g.
The relationship between the activity coecient of an ion and the ionic
strength of the solution is given by the Debye-Hu¨ ckel limiting law
Log
10
g
i
¼
0
:
5 z
i
p
I
ð
5
:
31
Þ
For soil solutions, the Davies equation, which is a modification of the
Debye-Hu¨ ckel equation, is commonly used, and is applicable to solu-
tions up to approximately I
¼
0.7 mol L
1
(see also Section 3.2.1):
h
0
:
3I
i
p
I
=
1
þ
I
p
Log
10
g
i
¼
0
:
5 z
i
ð
5
:
32
Þ
Worked example 5.7 - soil solution chemistry: ionic strength and
activity coecients
The following analytical data were obtained for an isolated soil
solution:
Ca
21
, 5.05 mmol L
1
;Mg
21
, 3.55 mmol L
1
;K
1
, 0.68 mmol L
1
;
Na
1
, 1.80 mmol L
1
;NO
3
, 3.70 mmol L
1
; HCO
3
, 1.80 mmol L
1
;
SO
4
2
, 6.25 mmol L
1
; and Cl
, 1.40 mmol L
1
.