FOT
TOTAL OXIDATION BIOLOGICAL TREATMENT PLANTS
OT WASTEWATER TREATMENT
OT WASTEWATER TREATMENT
OLOGICAL TREATMENT THROUGH EXTENDED AERATION ACTIVATED SLUDGE PROCESS
IOLOGICAL TREATMENT THROUGH EXTENDED AERATION ACTIVATED SLUDGE PROCESS
Not for drinking water
Handling by forklift
Handling by forklift
DIFFUSER
chemical reaction
b
iochemicalreacti
n
n
Maintenance:
Maintenance:
You are advised to inspect and clean the low-load activated sludge treatment
You are advised to inspect and clean the low-load activated sludge treatment
plant in conjunction with the cleaning of the DEGREASER tank. This is to avoid
Model for undergrounpdlaonnt liyn conjunction withHthaendclienagnbinygforf kthlifet DEGREASER tank. This is to avoid
Reference Standards
s
e:
U
se:
excessive accumulation of surplus sludge.
excessive accumulation of surplus sludge.
Specifications item:
Specifications item:
Legislative Decree N ° 152/2006
UNI EN 12566-3
WARRANTY: 2 YEARS
condary treatment of residential black water.
S
econdary treatment of residential black water.
The extended aeration activated sludge purification unit is a mono-block
The extended aeration activated sludge purification unit is a mono-block
tal oxidation biological treatment plants are the right equipment to achieve a
T
otal oxidation biological treatment plants are the right equipment to achieve a
realized in linear rotational polyethylene, in a single structure without joints, and
realized in linear rotational polyethylene, in a single structure without joints, and
h level of purification in wastewater generated in restaurants, hotels,
h
igh level of purification in wastewater generated in restaurants, hotels,
equipped with inlet and outlet pipes, a digestion tank and lids for inspection and
equipped with inlet and outlet pipes, a digestion tank and lids for inspection and
mping and houses without sewer connections.
c
amping and houses without sewer connections.
sampling.
sampling.
tended aeration activated sludge treatment plants can be installed directly
E
xtended aeration activated sludge treatment plants can be installed directly
The system must be equipped with blower and micro-bubbles diffuser,
The system must be equipped with blower and micro-bubbles diffuser,
wnstream of the degreaser in order to allow the drain of purified water
d
ownstream of the degreaser in order to allow the drain of purified water
according to the plant specifications. Blower and micro-bubbles diffuser are not
according to the plant specifications. Blower and micro-bubbles diffuser are not
ectly into the ground through sub-irrigation, or directly into a water course,
d
irectly into the ground through sub-irrigation, or directly into a water course,
standard supplied.
standard supplied.
t
hout the risk of polluting the environment.
w
ithout the risk of polluting the environment.
The data in the below table relating to the blower refer to an operating time of
The data in the below table relating to the blower refer to an operating time of
p
eration:
O
peration:
22 hours; for different conditions or for further information contact our technical
22 hours; for different conditions or for further information contact our technical
e active sludge biological process refers to a type of aerobic treatment
T
he active sludge biological process refers to a type of aerobic treatment
dpt.
dpt.
nducted by aeration of the wastewater in a biological reactor in presence of a
c
onducted by aeration of the wastewater in a biological reactor in presence of a
Suitable for underground installation.
Suitable for underground installation.
Reference Standard:
Reference Standard:
crobial population (biomass).
m
icrobial population (biomass).
activated sludge plants the bacterial populations, constituted by numerous
I
n activated sludge plants the bacterial populations, constituted by numerous
croorganisms, are produced continuously within the reactor following the
m
icroorganisms, are produced continuously within the reactor following the
Compliance with standard EN 12566-3
Compliance with standard EN 12566-3
s of degradation of organ
ons of degradation of org
H tot
H in
FOT 9
H tot
H i
P.E.
P.E. [mm]
[mm]
[mm]
[m
8-9
1500
1290
8-9
1500
12
FOT 15
10-12
1760
1550
10-12
1760
15
16-18
1990
1735
16-18
1990
17
FOT 25
21-25
2280
2025
21-25
2280
20
42-50
2430
21
FOT 50
ic carbon and nutrient
anic carbon and nutrie
l.
H out
Ø
n
HA5ouDt2009Ø
[mm]
[mm]
m]
[mm]
[mm]
1195
1310
90
1195
1310
A5D2015
1455
1310
50
1455
1310
1620
1650
35
1620
1650
A5D2025
1910
1650
25
1910
1650
30
2000
2270
A5D2050
utilization,
t utilizatio
of new cellular material.
sis of new cellular materia
e plants are equipped
dge plants are equippe
n inside them thereby
en inside them thereb
organic load by aerobic
e organic load by aerobi
to consume the biodegra
n to consume the biodegr
oxygen, the greater is
oxygen, the greater i
MODEL
ic material inside the tank
anic material inside the ta
on biological treatment pl
ation biological treatment
< 0,25 BOD
5
/ m
3
) and d
v < 0,25 BOD
5
/ m
3
) and
biological treatment pl
n biological treatment
tion chamber) as the hig
tation chamber) as the h
.
with blowers that inc
d with blowers that i
increasing the capaci
y increasing the capa
bacteria. In fact, thes
c bacteria. In fact, th
dable material, and the
adable material, and th
the ability to "cons
s the ability to "co
s.CODE
nks.
ants are designed for v
plants are designed for
aily organic volume not
daily organic volume no
ant does not include
plant does not includ
h flow of oxygen permi
igh flow of oxygen per
rease the
ncrease th
ty of the
city of th
e bacteria
se bacteri
greater is
e greater i
ume" the
nsume" th
olume not
volume n
exceeding
t exceedin
the inner
e the inne
t the total
mit the tot
Total
Total
olume
Volume
[lt]
1295
1295
1730
1730
2680
2680
3520
3520
9
15
25
7100
50
, and Legi
and L
e
e
a
s
e
t
g
r
CE pend
CE pe
110
110
1700
110
110
125
125
2280
125
125
160
2430
slative Dec
egislative D
ing.
nding.
Retention T
R1e2t9e0ntio
[hrs.]
[hrs
1445
2025
2130
31,2
31,
29,8
29,
32,3
32,
32,6
32,
31,
ree no. 15
ecree no. 1
ime
Bl
n Tim11e95
.]
1330
1910
2000
2/2006.
52/2006.
P.E.
al
mm
DN1 /
DN1 /
1500
DN2
DN2
[mm]
mm
mm
mm
ower Flow
Blo1w3e1r0Flo
[lt / min]
[lt / min]
4545
1650
6262
9090
1650
120
120
245
2270
mm
No. o
110 No
125
125
160
Diffu
Di
f Air
. of12A9ir5
sers
ffusers
11
1 1
2150
22
2
3520
2
3
L
7100
h
31,2
NOTE
NOT
32,4
32,6
31,7
ES 48
W
50
95
225
s
ulting in synthesis
r
esulting in synthe
e activated sludg
T
he activated slu
e
sence of oxyge
p
resence of oxyg
gradation of the
d
egradationoft
h
e
ploit the oxygen
e
xploit the oxyge
e
presence of
t
he presence of
degradable organ
b
iodegradable org
e extended aerati
T
heextendedae
r
o
WARRANTY: 2 YEARS
WARRANTY: 2 YEARS
ceeding 0,25 (Cv
e
xceeding 0,25 (C
g/P.E.
6
0 g/P.E.
e total oxidation
T
he total oxidatio
canter (sedimenta
d
ecanter (sedimen
idation of sludge.
o
xidation of sludge
MENSIONAL DAFTOAT 6
D
IMENSIONAL DATA
O
T 6
FOT 6
O
T 9
FOT 9
T 12
FOT 12
T 15
FOT15
T 18
FOT 18
T 25
FOT 25
T 35
FOT 35
T 50
FOT 50
A5D2006
6
V
1240
1030
935
1310
35
133150
110
985
29,7
1
110
11730
29,8
48
50
odel
Code
w
S
Model
Code
[lt]
[mm]
A5D0206
6-7
1240
1030
935
1310
985
110
29,7
155029,7 1455
2
A5D0206 FOT61-72
A5D0209
1240
1030
A9355D20121310
91825
171610
A5D0209
A5D0212
A5D0212
A5D0215
13-15
1700
1445
1330
1650
2150
125
A5D0215FOT131-185
1700
1445
1A353D020181650
21580
1919250
A5D0218
A5D0218
A5D0225
A5D0225
A5D0235
30-36
1900
1605
1475
2270
5060
160
A5D0235
30-36
1900
1605
1475
2270
5060
160
8
173532,41620
167520
125
12680
32,3
75
3
6
FOT 35
A5D2035
35
1900
A5D0250
42-50
2430
2130
2000
2270
7100
160
31,7
245
3
5060
30,5
186
A5D0250
7
BLOWER
32,4
72
1
30,5
180
3
30,5
180
3
1605
1475
2270
160
36
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