Page 84 - PIGNAT catalogue 2020 GB_092020

SANITATION

TAE/3000 AUTOMATED BIOLOGICAL TREATMENT (2 tank)

➢ Demonstrate the various stages of wastewater treatment
through the reproduction of the activated sludge process in an
automated system

Study of the sewage treatment process
Strictly aerobic
Aerobic and anoxic by aeration syncopating
Aerobic and anoxic in separated basins

Conduct the process of wastewater treatment
Called activated sludge treatment
Process monitoring
Search for optimal treatment parameters

Automation
Alarm management
pH and O 2 control
Sludge recycling management

General specifications Instrumentation
• Flow transmitter.
Realization of a biological treatment under • Tank, polyethylene, removable lid, draining • Air flowmeter.
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real conditions; functionality for several valve and level detector. • pH probe, PVC can.
days. Unit requires regular monitoring. • Redox probe, PVC can.

• Anoxic tank, removable lid, three taps for • Dissolved oxygen probes, PVC can.
measuring pH, dissolved oxygen and redox.
Supervision - Data acquisition
• Aerobic tank, two taps for measuring dis-
solved oxygen, pH or redox, Vessel with two
overflow levels.

• pH adjustment.
100 - 240 V
Water
• Settler, stirring motor and scraping blades 1ϕ - 50/60 Hz 500 L / h Drainage
mobile, draining valve, venting overflow with
sampling valve. Dim: 280 x 80 x 200cm - 250 kg

Options
PH = pH
R = Redox
OX = Oxygène
- Sludge veil probe. M1 T = Température
OX1
T1 M2
PH1 R1
AIR FIT1 OX2
FI2
M3
8 2
3 ANOXIE
M4
EAU TRAITEE
LH1
4
LL1 5 AEROBIE
EAU
9 RECYCLAGE LIQUEUR MIXTE
VERS BASSIN D'ANOXIE
7 CLARIFICATEUR
Other versions (1) 6
RECYCLAGE DES BOUES
TAE/1000 VERS BASSIN ANOXIE OU AEROBIE
Aerobic treatment manual
SOLUTION EAU BRUTE AJUSTEMENT
CONCENTREE pH
TAN/1000
OPTION 1 OPTION 2
Anaerobic treatment
The system
FME/2000 can operate in three configurations: • Aerobic and anoxic treatments are performed in the
Outer membrane filtration basin 5 by aeration syncopating.
• Aerobic treatment is carried out in the basin 5 and
anoxic treatment is carried out in the basin 3. The level in • Only the aerobic treatment is studied in the basin 5.
the aerobic tank is set at the lowest. The option enables the automatic production of a
synthetic effluent from a concentrated polluted solution.
Water treatment
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