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DOMESTIC WASTEWATER TREAT. PLANT SBREM 51 D2.5

0PK00493
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24.361 €
Description
Domestic Wastewater treatment plant type ACO SBREM 51 D2.5 by means of a Sequential Biological Reactor (SBR) manufactured at glass-reinforced plastic (GRP), in horizontal format for underground installation. With treatment capacity for 51 users and a hydraulic demand of 7,7 m³/day, with high purification performance in compliance with RD 509/1996. Solution consisting of 1 compact unit of dimensions 4363mm in lenght, 2500mm in width and 2750mm in height. With inlet and outlet connection DN160. Total installed power: 2,05kW. Weight: 948kg.
Code:0PK00493
Characteristics
Benefits
  • Compact water treatment plant
  • Easy installation and maintenance
  • Low power consumption
  • The position of the pump avoids the outflow of posible floats
Areas of application
  • Equipment for the treatment of domestic wastewater by oxidation in small and medium-sized communities
Decanter
  • Anaerobic degradation of the accumulated organic matter
Reactor
  • Removal of organic matter and nutrients
  • Includes turbine type compresor for 1-3mm bubbles
Electrical panel and PLC
  • Three-phase current 400 V
  • IP - 44 protection
  • Installed power 2,05 kW
Effluent qualities
  • BOD5 (mg/l)<15
  • COD (mg/l)<61
  • SS (mg/l)<15
Effluent qualities
  • BOD5 (%) = 92
  • COD (%) = 90
  • SS (%) = 94
  • The equipment is designed to treat waste water with the following composition: BOD5: 400ppm, COD: 600ppm, SS: 450ppm
Operation
  • The system is carried out in the following stages:
    1 - Primary settling tank: sedimentation and settling of the influent. The water is pumped to the reactor in a programmed way at the beginning of a cycle. Its operation is not affected by the hourly discontinuity of the influent flow. It decants part of the solids and also anaerobically degrades the accumulated organic matter.
    2 - Biological clarifier reactor: The treatment sequences are as follows:
  • Filling: reception of a certain volume of water from the primary settling tank by pumping.
  • Reactor: in the reaction stage, aerobic phases (presence of oxygen) are combined with anoxic phases (without oxygen) which allows the removal of organic matter and nutrients.
  • Sedimentation: during this phase and in the absence of agitation and aeration, the sludge settles, leaving the sludge at the bottom and the clarified at the top.
  • Emptying: the treated water is pumped out.
Technical Specifications
Esquema SBREM HE 1 EQUIPO
Dimensions 1
Flow rate (m³/day):
7,7
Weight (kg):
948
Model:
SBREM 51
EH:
51
Dimensions 2
L
(mm):
4363
A (mm):
2500
H (mm):
2750
H1 (mm):
2300
H2 (mm):
2250
H3 (mm):
2750
TD (mm):
337
DN:
160
DN2:
50

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