J . Goldshmid, D. Zohar, Y. Argaman and Y. Kott
1οΊ
lo
5
z
Έ lo
3
1z
LU
D
_J
^ lo
LL
/ o TREATED
IN TAP
x -
•
Δ -
0 -
A -
D -
SEWAGE
WATER
1oo
5o
1o
1
o.l
0
T
~5 t (hours)
Fig. 5.
Effect of Addition of Treated Sewage on Effluent Concentration
1 . ^
1.2^
0B\
0A\
O.O
o
Δ
DIST. WATER
SALTS IN
/
/
SEWAGE
1 /HYDRAULIC
LOAD - 1.2 m/day
1o
7
lo
5
1d
3
lo
1
MOLARITY OF SOLUTION
-
Fig. 6.
Effect of Electrolytes on Filter Coefficient