150
J. Goldshmid, D. Zohar, Y. Argaman and Y. Kott
1o
7
1o
5
z
S 1 O
3
z
LU
D
1o
AVERAGE INFLUENT 7
SALT
4 «1d' M
1 - Id
2 M
2 * 1o
1 M
5 x 1d
3 M
CONC.
NaCI
NaCI
Na 2 S0 4
Na 2 S0 4
Δ
•
o
X
o
o
HYDRAULIC LOAD - I.2 m/day
t (hours)
Fig. 3.
Effect of NaCI and Na2SC>4 on Effluent Concentration
1oM
1o
5
[ A
AVERAGE INFLUENT^
1o
3
Z
0.'
hZ
LU
3
u- 1o 4
* ^
- o -
HYDRAULIC LOAD
1
'
5
^~
1.2 m/day
pH
9.3
9.3
5.2
3.9
3.9
CONDUCT.
jamho/cm
4.4 x 1o
1.4 x 1o
3
4.4 x 1o
3 o x lo
2
1.4 x 1o
Δ
X
▲
o
•
4
t (hours) ■
Fig. 4.
Effect of pH on Effluent Concentration
J. Goldshmid, D. Zohar, Y. Argaman and Y. Kott
1o
7
1o
5
z
S 1 O
3
z
LU
D
1o
AVERAGE INFLUENT 7
SALT
4 «1d' M
1 - Id
2 M
2 * 1o
1 M
5 x 1d
3 M
CONC.
NaCI
NaCI
Na 2 S0 4
Na 2 S0 4
Δ
•
o
X
o
o
HYDRAULIC LOAD - I.2 m/day
t (hours)
Fig. 3.
Effect of NaCI and Na2SC>4 on Effluent Concentration
1oM
1o
5
[ A
AVERAGE INFLUENT^
1o
3
Z
0.'
hZ
LU
3
u- 1o 4
* ^
- o -
HYDRAULIC LOAD
1
'
5
^~
1.2 m/day
pH
9.3
9.3
5.2
3.9
3.9
CONDUCT.
jamho/cm
4.4 x 1o
1.4 x 1o
3
4.4 x 1o
3 o x lo
2
1.4 x 1o
Δ
X
▲
o
•
4
t (hours) ■
Fig. 4.
Effect of pH on Effluent Concentration