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Flocculation Systems SystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystemsSystems
Transcript of Water Treatment
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01
1
. . Marmara University
Department of Environmental EngineeringIstanbul, Turkey
()
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()
.
D
E
H ( C.6 )
( C.6)
D C:
G 7001000 1
( ) 2060 2
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= 11,25 C .6
.( C.6)
3
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()
D
F
.
4
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D
)flocdense/light(G
510Gt
1-sec75-10
10
Design Criteria :
5
)floceargl/small(min3010t basin)in theopputinity(contact=
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)floceargl/small(min3010t
)flocdense/light(G
510Gt
basin)in theopputinity(contact
1-sec75-10
10
=
I G
6
H G
# I ;
(G)
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.
(AEED FCCAI)
(
G
. 7
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H G .
Tapered Floculation
F G
G , , .
Small dense flocs
8
G ,
G ,
G
. .
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:
G 80, 40, 20 1
F
9
.
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( )
10
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(
)
.
11
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( )
A , 3
6.5 GD. E
4 6 6
10 . 12 .
D 50 . G . 3 ; G1=50
1
, G2=25 1
, G3=15 1
. G 30 1
. . 50 .
3 . D:
) G ,) ,) ,)
12
,)
=2.72105 ./2
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H ( ) ( )
13
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(>100003/)
(
)
14
A
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:
F HIA F
( ) BAFFED
FCCA
( )
31
2
HG
44.1
2
+
=
=
H = ()
= ()
15
G = (1)
= (3/)
= ()
= (/.)
= (/3)
=
= ()
HEAD AD HE BAFFE I A CHAE 180
=3.2 (2)
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( )
31
2
G
44.1
2
+
=
F EICA F
( ) BAFFED
FCCA
=
H = ()
= ()
16
G = (1)
= (3/)
= ()
= (/.)
= (/3)
=
= ()
HEAD AD HE BAFFE I A CHAE 180
=3.2 (2)
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0.10.3 /D 1530
G = 10100 1
.3 ()
. ;
C
17
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(, , .22)
D
100003/ . 3
,
50, 35, 25 1, . 21 15C.
0.3. A
, .
1 .
A 15C = 1.14103 /
= 1000 /3
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