| Description: |
wastewater plant for the cleaning of industrial waste
used machine
1 wastewater treatment plant for the treatment of industrial
wastewater
from the albi fruit juice factory in Berghülen
Foreword
The wastewater plant described below was designed as a
COD mining plant operated without sewage sludge preparation.
Commissioning: 1999
The wastewater load of approx. 136m³ / day from the albi fruit juice
Production ranged from 2,000 mgO2/l to 8,000 mgO2/l
Running time 24 hours, input approx. 5.6 m³/h, COD degradation up to
975 kg COD/day
If a sludge filter press was used,
approx. 700 kg of wastewater sludge. This sewage sludge
Filtration is not installed because the municipality
of this wastewater treatment plant, the reduction of wastewater
content
but the hydraulic load should be able to support the municipal
Reach the sewage system.
The complete wastewater treatment plant consists of the following
components:
A.)
1 free-standing company building to accommodate the
3 rotary lobe blowers
an exhaust fan and control system S 7,
in 5 control cabinets and 1 small control laboratory
B.)
1 drain and measuring shaft, can be entered with stepladder inside
of the operating building with 3 chambers for the regulation of the
Equipped with Ind. flow meter from Endress & Hauser
in DN50, max. effluent volume of activated sludge with solids content
smaller
than 1% with 0- 3 l per sec
C.)
1 blower station with 3 sonically encapsulated air compressors,
1,200 Nm³/h air from the building, manufacturer Aerzen, type 5IM29S,
Flow rate 311-1200 Nm³/h, power consumption: 6.75 to 23.2 kW
VEM engine, type: 200LZ, nominal power 30 kW
Collector pressure lines are laid in DN 250 in V2A material
D.)
1 lifting and lowering device as a slewing crane for lifting or
Lowering of the agitator, required height 2.50 m
E.)
Facilities for the 2 aeration basins
2 V2A entry ladders are installed per basin. The inlet
Distribution shaft is covered with a checker plate construction
The 2 basins have an all-round handrail installed,
Total length approx, 115 m
F.)
Basin aeration technology.
The following are installed:
a. )
Air inlet elements by membrane aerators, can be switched off,
Type MF 630 B5, Make: Oxyflex
Material of the membranes is EPDM, the membrane support material
is PP-ggK
2 ventilation grids/basins are installed, so a total of 2 aspirations
are installed. 4 grids with
the membrane aerator.
The grids have a total of 70 membrane aerators
b.)
Circulating units
TO get a good compressed air input into the wastewater,
2 agitators are installed per basin. Manufacturer : EMU,
Type: TR 30-2 19-4/8, number of blades 2, speed 192 rpm.
G.)
Ventilation conditions
Specific oxygen input is 17 gQ (Nm³+mET)
Entry depth in the basin: 3.5 m
There are 2 concrete basins built,
LxWxH= 18.05 m x 9.025 m (per chamber) x height 5.5 m
Water depth max. 4.3 m, min. 3.07 m
Due to different wastewater inlet quantities
over the course of the day, the aeration plant will be equipped with
different
water levels.
The wastewater feed is carried out with a pressure pipe in DA 90,
the outlet from the aeration tank is max. 3 liters / sec.
The effluent quantity is measured by a drain measurement and control
valve.
regulated.
The wastewater/sludge mixture with an average of 2%
Solids were discharged into the local sewer system.
1 waste water system for the purification
of industrial wastewater
from the albi fruit juice factory in Berghülen
Preface
The wastewater system described below was designed as a
COD mining plant operated without sewage sludge preparation.
Commissioning: 1999
The wastewater pollution from the albi fruit juice production
amounted to approx. 136m³ / day
from 2,000 mgO2 / l to 8,000 mgO2 / l
Running time 24 hours, input approx. 5.6 m³ / h,
COD reduction up to 975 kg COD / day
Using a sludge filter press would produce around 700 kg
of sewage sludge per day attack. This sewage sludge filtration
is not installed because the municipality
Before planning this wastewater treatment plant, the reduction
of the wastewater content had agreed, but the hydraulic load
was supposed to reach the municipal sewage system.
The complete sewage treatment plant consists of the f
Ollowing Components:
A.)
1 free-standing company building to accommodate the
3 rotary piston blowers
an exhaust fan and control S 7, housed
in 5 control cabinets and 1 small control laboratory
B.)
1 drainage and measuring shaft, accessible with a step
ladder inside of the company building with 3 chambers
to regulate the drainage quantity, equipped with Ind. flow meter
from Endress & Hauser in B41255789 DN50, max.discharge volume
of activated sludge with a smaller solid fraction than 1%
with 0-3 l per sec
C.)
1 blower station with 3 soundproof air compressors,
1,200 Nm³ / h air from the building, manufacturer Aerzen, type
5IM29S,
Delivery rate 311-1200 Nm³ / h, power consumption: 6.75 to 23.2 kW
VEM motor, type: 200LZ, rated power 30 kW
Collective pressure lines are laid in DN 250 in V2A material
D.)
1 lifting and lowering device as a slewing crane for lifting or
Lowering the agitator, required height 2.50 m
E.)
Facilities to the 2 aeration basins
2 V2A entry ladders are installed in each basin. The inlet
Manhole is covered with a checker plate construction
The 2 basins have a handrail all around, Total length approx. 115 m
F.)
Basin ventilation technology.
The following are installed:
a. )
Air inlet elements through membrane ventilator, can be switched
off,
TThe membrane is made of EPDM, the membrane support material
is PP-ggK
2 ventilation grids / basins are installed, so a total of 4 grids
with
the membrane diffuser.
The grids have a total of 70 membrane diffusers
b.)
Circulation units
TO get a good compressed air input into the wastewater,
2 agitators are installed per basin. Manufacturer: EMU,
Type: TR 30-2 19-4 / 8, number of leaves 2, speed 192 rpm.
G.)
Ventilation states
Specific oxygen input is 17 gQ (Nm³ + mET)
Entry depth in the basin: 3.5 m
There are 2 concrete pools built,
LxWxH = 18.05 m x 9.025 m (per chamber) x height 5.5 m
Water depth max. 4.3 m, min. 3.07 m
Due to different wastewater inflow volumes
during the day, the aeration system with different
operated water levels.
The waste water is fed with a pressure line in DA 90,
the discharge from the aeration tank is max. 3 liters / sec.
The flow rate is determined by a flow measurement and control slide
regulated.
The wastewater / sludge mixture with an average of 2%
Solids content was discharged into the local sewer system.
seller offer No. resale H 101
|